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HomeMy WebLinkAbout1 LEGOLAND DR; STRUCT; PC2018-0050; Permit (2)PC2018.-00,50 .1 LEGOLANDDR' STRUCTURAL. CALCS 2-OF4 Gravity Beam Design RAM Steel 15.11.00.26 RW !utym DataBase: SSE Lateral Model ll-1-18OCBF 11/01/18 12:55:43 %Jsenttey-Building Code: IBC Steel Code: AISC 360-10 ASD Right cantilever: Dead load (in) = -0.003 LID = 23424 Pos Live load (in) = -0.004 LID = 16432 Pos Total load (in) = -0.007 L/D = 9657 ) Gravity Beam Design RAM Steel 15.11.00.26 RAMS urnISy5m DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 16enttey Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 204 SPAN INFORMATION (ft): I-End (33.29,111.79) J-End (43.05,111.79) Beam Size (User Selected) = W14X22 Fy = 50.0 ksi Total Beam Length (ft) = 9.76 Mp(kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.026 0.000 --- NonR 0.000 9.759 0.026 0.000 0.000 2 0.000 0.003 0.051 0.0% Red 0.000 9.759 0.003 0.051 0.000 3 0.000 0.068 0.000 --- NonR 0.000 9.759 0.068 0.000 0.000 4 0.000 0.007 0.131 0.0% Red 0.000 9.759 0.007 0.131 0.000 5 0.000 0.022 0.000 --- NonR 0.000 9.759 0.022 0.000 0.000 SHEAR: Max Va (DL+LL) = 1.50 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb 0 Mn / 2 kip-ft ft ft kip-ft Center Max+ DL+LL 3.7 4.9 0.0 1.00 1.67 82.83 Controlling DL+LL 3.7 4.9 0.0 1.00 1.67 82.83 REACTIONS (kips): Left Right DL reaction 0.61 0.61 Max +LL reaction 0.89 0.89 Max +total reaction 1.50 1.50 DEFLECTIONS: Dead load (in) at 4.88 ft = -0.004 LID = 26454 Live load (in) at 4.88 ft = -0.006 LID = 18216 Net Total load (in) at 4.88 ft = -0.011 L/D = 10788 Gravity Beam Design RAM Steel 15.11.00.26 MStrutumISysm DataBase: SSE Lateral Model 11-1-18 OCBF %113enttey-Building Code: IBC Floor Type: Level 3 Beam Number = 205 SPAN INFORMATION (ft): I-End (24.30,92.22) J-End (24.30,109.82) Beam Size (Optimum) = W18X35 Total Beam Length (ft) = 17.60 Cantilever on right (ft) = 3.93 Mp (kip-ft) = 277.08 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL 4.556 3.21 5.21 2.6 0.00 0.00 0.0 0.00 4.556 3.41 5.54 2.6 0.00 0.00 0.0 0.00 9.111 3.21 5.21 2.6 0.00 0.00 0.0 0.00 9.111 3.53 5.53 2.6 1.91 0.00 0.0 0.00 16.956 2.89 4.14 0.0 0.00 0.00 0.0 0.00 16.956 2.26 3.25 0.0 6.00 0.00 0.0 0.00 17.600 1.03 1.33 0.0 7.50 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 16.956 0.000 0.000 --- NonR 0.000 17.464 0.026 0.000 0.000 2 16.956 0.000 0.000 0.0% Red 0.000 17.464 0.003 0.051 0.000 3 17.465 0.026 0.000 --- NonR 0.000 17.599 0.026 0.000 0.000 4 17.465 0.003 0.051 0.0% Red 0.000 17.599 0.003 0.051 0.000 5 0.000 0.035 0.000 --- NonR 0.000 13.666 0.035 0.000 0.000 6 13.667 0.035 0.000 --- NonR 0.000 17.599 0.035 0.000 0.000 SHEAR: Max Va (DL+LL) = 28.56 kips Vn/1.50 = 106.20 kips MOMENTS: Span Cond LoadCombo Ma @ Lb kip-ft ft ft Center Max + DL+LL 74.5 4.6 4.6 Max- DL+LL -100.1 13.7 4.6 Right Max- DL+LL -100.1 13.7 3.3 Controlling DL+LL -100.1 13.7 4.6 REACTIONS (kips): Left Right DL reaction 5.34 14.83 Max +LL reaction 11.10 39.73 Max -LL reaction -5.77 0.00 Max +total reaction 16.44 54.56 11/01/18 12:55:43 Steel Code: A1SC 360-10 ASD Fy = 50.0 ksi Red% PartL 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Cb 0 Mn/1 kip-ft 1.02 1.67 165.92 1.35 1.67 165.92 1.00 1.67 165.92 1.35 1.67 165.92 Gravity Beam Desigfl wm RAM Steel 15.11.00.26 RAM SIructmaISym DataBase: SSE Lateral Model 11-1-18 OCBF iOenttey' Building Code: IBC 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Max -total reaction DEFLECTIONS: Center span: Dead load (in) Live load (in). Net Total load (in) Right cantilever: Dead load (in) Pos Live load (in) Neg Live load (in) Pos Total load (in) Neg Total load (in) Left Right -0.43 14.83 at 6.70 ft = -0.044 L/D = 3757 at 6.70 ft = -0.121 L/D = 1358 at 6.70 ft = -0.164 L/D = 997 = 0.009 L/D = 10465 = -0.210 L/D = 450 = 0.110 L/D = 859 = -0.201 L/D = 470 = 0.119 L/D = 794 Floor Type: Level 3 Beam Number = 206 SPAN INFORMATION (ft): I-End (47.19,92.22) J-End (47.19,109.17) Beam Size (User Selected) = W18X35 Total Beam Length (ft) = 16.96 Cantilever on right (ft) = 3.29 Mp (kip-ft) = 277.08 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL 4.556 3.54 5.76 3.4 0.00 0.00 0.0 0.00 4.556 3.21 5.21 3.4 0.00 0.00 0.0 0.00 9.111 3.69 5.75 3.4 1.46 0.00 0.0 0.00 9.111 3.21 5.21 3.4 0.00 0.00 0.0 0.00 16.956 3.67 4.83 0.0 11.07 0.00 0.0 0.00 16.956 3.54 5.06 0.0 0.00 0.00 0.0 0.00 Fy = 50.0 ksi Red% 0.0 0.0 0.0 0.0 0.0 0.0 PartL 0.00 0.00 0.00 0.00 0.00 0.00 Left 5.29 11.08 -5.04 16.37 Right 16.16 37.57 0.00 53.73 Gravity Beam Design RAM Steel 15.11.00.26 RAMSluctuuaISym DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 'IOenttey Building Code: IBC Steel Code: AISC 360-10 ASD LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.035 0.000 --- NonR 13.666 0.035 0.000 2 13.667 0.035 0.000 --- NonR 16.956 0.035 0.000 SHEAR: Max Va (DL+LL) = 28.28 kips Vn/1.50 = 106.20 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 74.2 4.6 Max - DL+LL -92.8 13.7 Right Max - DL+LL -92.8 13.7 Controlling DL+LL -92.8 13.7 REACTIONS (kips): PartL 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/0 ft kip-ft 4.6 1.03 1.67 165.92 4.6 1.37 1.67 165.92 3.3 1.00 1.67 165.92 4.6 1.37 1.67 165.92 DL reaction Max +LL reaction Max -LL reaction Max +total reaction DEFLECTIONS: Center span: Dead load (in) Live load (in) Net Total load (in) Right cantilever: Dead load (in) Pos Live load (in) Neg Live load (in) at 6.70 ft = -0.042 L/D = 3935 at 6.70 ft = -0.120 L/D = 1369 at 6.70 ft = -0.161 L/D = 1016 = 0.004 L/D = 19746 = -0.150 L/D = 527 = 0.091 L/D = 868 Gravity Beam Design RAM Steel l5 110026 !ctm DataBase: SSE Lateral Model 11-i -18 OCBF 11/01/18 12:55:43 'IBentIey Building Code: IBC Steel Code: AISC 360-10 ASD Right cantilever: Pos Total load (in) = -0.146 L/D = 542 Neg Total load (in) = 0.095 L/D = 831 Gravity Beam Desigfl RAM Steel 15.11.00.26 UM uam DataBase: SSE Lateral Model 11-1-18 OCBF IBenttey, Building Code: IBC Floor Type: Level 3 Beam Number = 207 SPAN INFORMATION (ft): I-End (0.00,92.22) J-End (24.30,92.22) Beam Size (Optimum) = W14X22 Total Beam Length (ft) = 24.30 Mp(kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.234 0.000 --- NonR 0.000 24.302 0.234 0.000 0.000 2 0.000 0.023 0.453 0.0% Red 0.000 24.302 0.023 0.453 0.000 3 0.000 0.022 0.000 --- NonR 0.000 24.302 0.022 0.000 0.000 SHEAR: Max Va (DL+LL) = 8.90 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma @ Lb kip-ft ft ft Center Max + DL+LL 54.1 12.2 0.0 Controlling DL+LL 54.1 12.2 0.0 REACTIONS (kips): 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Fy = 50.0 ksi Cb 0 Mn/0 kip-ft 1.00 1.67 82.83 1.00 1.67 82.83 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 3.39 3.39 5.51 5.51 8.90 8.90 at 12.15 ft = -0.380 LID = 768 at 12.15 ft = -0.616 L/D = 473 at 12.15 ft = -0.996 L/D = 293 Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/a ft kip-ft 0.0 1.00 1.67 82.83 0.0 1.00 1.67 82.83 Gravity Beam Design RAM Steel 15.11.00.26 RSuuturnI Sym DataBase: SSE Lateral Model 11-1-18 OCBF E.jjf3enttey-Building Code: IBC Floor Type: Level 3 Beam Number = 209 SPAN INFORMATION (ft): I-End (47.19,92.22) J-End (72.46,92.22) 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Beam Size (Optimum) = W14X22 Total Beam Length (ft) = 25.:27 Mp(kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.234 0.000 --- NonR 25.270 0.234 0.000 2 0.000 0.023 0.453 0.0% Red 25.270 0.023 0.453 3 0.000 0.022 0.000 --- NonR 25.270 0.022 0.000 SHEAR: Max Va (DL+LL) = 9.25 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 58.5 12.6 Controlling DL+LL 58.5 12.6 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 3.53 3.53 5.73 5.73 9.25 9.25 at 12.64 ft = -0.444 L/D = 683 at 12.64 ft = -0.721 L/D = 421 at 12.64 ft = -1.164 L/D = 260 Is Gravity Beam Design RAM Steel 15.11.00.26 RAMStructwaISytem DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 iBenttey' Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 210 SPAN INFORMATION (ft): I-End (72.46,92.22) J-End (72.46,105.89) Beam Size (User Selected) = W16X26 Fy = 50.0 ksi Total Beam Length (ft) = 13.67 Mp (kip-ft) = 184.17 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 4.556 3.54 5.76 0.0 0.00 0.00 0.0 0.00 0.0 0.00 9.111 3.67 5.76 0.0 0.99 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.009 0.044 0.000 --- NonR 12.825 0.044 0.000 2 0.009 0.004 0.084 0.0% Red 12.825 0.004 0.084 3 12.825 0.043 0.000 --- NonR 13.666 0.000 0.000 4 12.825 0.004 0.084 0.0% Red 13.666 0.000 0.000 5 0.000 0.026 0.000 --- NonR 13.666 0.026 0.000 SHEAR: Max Va (DL+LL) = 11.07 kips Vn/1.67 = 70.51 kips MOMENTS: Span Cond LoadCombo Ma Center Max + DL+LL Controlling DL+LL REACTIONS (kips): kip-ft ft 49.0 9.1 49.0 9.1 PartL 0.000 0.000 0.000 0.000 0.000 0.900 0.000 0.000 0.000 0.000 Lb Cb ft kip-ft 4.6 1.01 1.67 107.53 4.6 1.01 1.67 107.53 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 4.09 4.11 6.66 6.96 10.75 11.07 at 6.83 ft = -0.071 LID = 2300 at 6.83 ft = -0.120 L/D = 1370 at 6.83 ft = -0.191 LID = 859 Floor Type: Level 3 Beam Number = 211 SPAN INFORMATION (ft): I-End (29.15,45.83) J-End (29.15,62.78) Beam Size (User Selected) = W18X35 Total Beam Length (ft) = 16.96 Cantilever on left (ft) = 3.29 Mp (kip-ft) = 27.08 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL 0.000 3.54 5.06 0.0 0.00 0.00 0.0 0.00 0.000 3.67 4.83 0.0 11.06 0.00 0.0 0.00 7.845 3.21 5.21 6.1 0.00 0.00 0.0 0.00 7.845 4.38 6.63 6.1 1.59 0.00 0.0 0.00 12.400 3.21 5.21 6.1 0.00 0.00 0.0 0.00 12.400 4.15 6.64 6.1 0.00 0.00 0.0 0.00 Fy = 50.0 ksi Red% 0.0 0.0 0.0 0.0 0.0 0.0 PartL 0.00 0.00 0.00 0.00 0.00 0.00 Load Dist DL LL Red% Type 1 0.000 0.035 0.000 --- NonR 3.289 0.035 0.000 2 3.290 0.035 0.000 --- NonR 16.956 0.035 0.000 SHEAR: Max Va (DL+LL) = 28.28 kips Vn/1.50 = 106.20 kips MOMENTS: Span. Cond LoadCombo Ma kip-ft Left Max - DL+LL -92.8 Center Max + DL+LL 79.7 Max - DL+LL -92.8 Controlling DL+LL -92.8 PartL 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/a ft kip-ft 3.3 1.00 1.67 165.92 4.6 1.66 1.67 165.92 4.6 1.40 1.67 165.92 4.6 1.40 1.67 165.92 ft 3.3 12.4 3.3 3.3 Gravity Beam Design _______ RAM Steel 15.11.00.26 RNdSUuctutaISyszm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 %ji3enney-Building Code: IBC Steel Code: AISC 360-10 ASD LINE LOADS (k/ft): REACTIONS (kips): Left DL reaction 16.83 Max +LL reaction 38.18 Max -LL reaction 0.00 Max +total reaction 55.00 DEFLECTIONS: Left cantilever: Dead load (in) = 0.009 Pos Live load (in) = -0.150 Neg Live load (in) = 0.096 Pos Total load (in) = -0.141 Neg Total load (in) = 0.105 Right 5.92 11.66 -5.04 17.58 L/D = 8586 L/D= 527 L/D= 824 L/D= 562 L/D= 752 Gravity Beam Design 71 RAM Steel 15.11.00.26 asImclwsygm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 IBentIey Building Code: IBC Steel Code: AISC 360-10 ASD Center span: Dead load (in) Live load (in) Net Total load (in) at 10.26 ft = -0.049 L/D = 3381 at 10.26 ft = -0.126 L/D = 1301 at 10.26 ft = -0.175 L/D = 939 Floor Type: Level 3 Beam Number = 212 SPAN INFORMATION (ft): I-End (52.03,45.18) J-End (52.03,62.78) Beam Size (Optimum) = W18X35 Total Beam Length (ft) = 17.60 Cantilever on left (ft) = 3.93 Mp (kip-ft) = 277.08 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL 0.000 0.99 1.33 0.0 8.02 0.00 0.0 0.00 0.644 2.34 3.20 0.0 5.46 0.00 0.0 0.00 0.644 0.06 0.05 0.0 0.00 0.00 0.0 0.00 0.644 2.89 4.14 0.0 0.00 0.00 0.0 0.00 8.488 2.98 4.65 0.0 1.81 0.00 0.0 0.00 8.488 3.21 5.21 0.0 0.00 0.00 0.0 0.00 13.044 2.86 4.65 0.0 0.00 0.00 0.0 0.00 13.044 3.21 5.21 0.0 0.00 0.00 0.0 0.00 Fy = 50.0 ksi Red% 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PartL 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb Q Mn/0 ft kip-ft 3.3 1.00 1.67 165.92 4.6 1.66 1.67 165.92 4.6 1.33 1.67 165.92 4.6 1.33 1.67 165.92 Gravity Beam Design RAM Steel 15.11.00.26 RAMSIructwaISym DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 %1senney-Building Code: IBC Steel Code: AISC 360-10 ASD LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.026 0.000 --- NonR 0.135 0.026 0.000 2 0.000 0.003 0.051 0.0% Red 0.135 0.003 0.051 3 0.136 0.026 0.000 --- NonR 0.643 0.000 0.000 4 0.136 0.003 0.051 0.0% Red 0.643 0.000 0.000 5 0.000 0.035 0.000 --- NonR 3.932 0.035 0.000 6 3.933 0.035 0.000 --- NonR 17.599 0.035 0.000 SHEAR: Max Va (DL+LL) = 28.65 kips Vn/1.50 = 106.20 kips MOMENTS: Span Cond LoadCombo Ma kip-ft DL+LL -100.7 DL+LL 69.0 DL+LL -100.7 DL+LL -100.7 Left Right DL reaction 14.40 4.77 Max +LL reaction 39.07 10.47 Max -LL reaction 0.00 -5.79 Left Max- Center Max + Max - Controlling REACTIONS (kips): ft 3.9 13.0 3.9 3.9 Gravity Beam Design RAM Steel 15.11.00.26 RAMSluiaISyMIm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 %18enttey-Building Code: IBC Steel Code: AISC 360-10 ASD Left Right Max +total reaction 53.47 15.24 Max -total reaction 14.40 -1.02 DEFLECTIONS: Left cantilever: Dead load (in) Pos Live load (in) Neg Live load (in) Pos Total load (in) Neg Total load (in) Center span: Dead load (in) Live load (in) Net Total load (in) = 0.003 L/D = 31403 = -0.211 L/D = 448 = 0.104 L/D = 911 = -0.208 L/D = 454 = 0.107 L/D = 885 at 10.90 ft = -0.037 L/D = 4379 at 10.90 ft = -0.114 L/D = 1440 at 10.90 ft = -0.151 LID = 1084 Gravity Beam Design EM RAM Steel 15.11.00.26 DataBase: SSE Lateral Model 11-1-18 OCBF i8enttey Building Code: IBC Floor Type: Level 3 Beam Number = 213 SPAN INFORMATION (ft): I-End (52.03,45.18) J-End (71.02,41.83) Beam Size (User Selected) = W14X22 Total Beam Length (ft) = 19.28 Mp (kip-ft) = 138.33 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL 2.917 0.01 0.01 0.0 4.66 0.00 0.0 0.00 5.607 0.02 0.01 0.0 5.72 0.00 0.0 0.00 8.607 0.03 0.02 0.0 0.00 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.016 0.000 --- NonR 0.000 2.916 0.029 0.000 0.000 2 0.000 0.002 0.032 0.0% Red 0.000 2.916 0.003 0.057 0.000 3 2.917 0.000 0.000 --- NonR 0.000 3.122 0.030. 0.000 0.000 4 2.917 0.000 0.000 0.0% Red 0.000 3.122 0.003 0.058 0.000 5 3.123 0.030 0.000 --- NonR 0.000 5.607 0.041 0.000 0.000 6 3.123 0.003 0.058 0.0% Red 0.000 5.607 0.004 0.080 0.000 7 5.608 0.000 0.000 --- NonR 0.000 5.896 0.042 0.000 0.000 8 5.608 0.000 0.000 0.0% Red 0.000 5.896 0.004 0.082 0.000 9 5.897 0.042 0.000 --- NonR 0.000 8.607 0.054 0.000 0.000 10 5.897 0.004 0.082 0.0% Red 0.000 8.607 0.005 0.105 0.000 11 8.608 0.000 0.000 --- NonR 0.000 8.990 0.056 0.000 0.000 12 8.608 0.000 0.000 0.0% Red 0.000 8.990 0.005 0.109 0.000 13 8.990 0.056 0.000 --- NonR 0.000 19.282 0.102 0.000 0.000 14 8.990 0.005 0.109 0.0% Red 0.000 19.282 0.010 0.197 0.000 15 0.000 0.026 0.000 --- NonR 0.000 19.282 0.026 0.000 0.000 16 0.000 0.003 0.051 0.0% Red 0.000 19.282 0.003 0.051 0.000 17 0.000 0.022 0.000 --- NonR 0.000 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Fy = 50.0 ksi Red% PartL 0.0 0.00 0.0 0.00 0.0 0.00 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD PartL 0.000 Lb Cb Mn/0 ft kip-ft 0.0 1.00 1.67 82.83 0.0 1.00 1.67 82.83 Gravity Beam Design RAM Steel 15.11.00.26 RAMSIiuctwaISym DataBase: SSE Lateral Model 11-1-18 OCBF %Jaenttey-Building Code: IBC Load Dist DL LL Red% Type 19.282 0.022 0.000 SHEAR: Max Va (DL+LL) = 10.34 kips Vn/1.50 = 63.02 kips MOMENTS.- Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 42.6 5.6 Controlling DL+LL 42.6 5.6 REACTIONS (kips): Left Right DL reaction 0.99 1.28 Max +LL reaction 9.34 4.22 Max +total reaction 10.34 5.50 DEFLECTIONS: LID = 3621 LID= 606 LfD= 520 Dead load (in) at 9.74 ft = -0.064 Live load (in) at 8.97 ft = -0.382 Net Total load (in) at 8.97 ft = -0.445 Gravity Beam Design RAM Steel 15.11.00.26 RW sIsY:m Date: SSE Lateral Model 11-1-18 OCBF iBentLey, Building Code: IBC 11/01/1812:55:43 Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 215 SPAN INFORMATION (ft): I-End (0.00,77.50) J-End (29.15,77.50) Beam Size (Optimum) = W16X26 Fy = 50.0 ksi Total Beam Length (ft) = 2915 Mp (kip-ft) = 184.17 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 7.260 0.18 0.19 0.0 0.00 0.00 0.0 0.00 0.0 0.00 25.135 0.18 0.19 0.0 0.00 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.147 0.000 --- NonR 0.000 7.260 0.147 0.000 0.000 2 0.000 0.014 0.285 0.0% Red 0.000 7.260 0.014 0.285 0.000 3 7.261 0.034 0.000 --- NonR 0.000 25.135 0.034 0.000 0.000 4 7.261 0.003 0.067 0.0% Red 0.000 25.135 0.003 0.067 0.000 5 25.136 0.147 0.000 --- NonR 0.000 29.145 0.147 0.000 0.000 6 25.136 0.014 0.285 0.0% Red 0.000 29.145 0.014 0.285 0.000 7 0.000 0.147 0.000 --- NonR 0.000 29.145 . 0.147 0.000 0.000 8 0.000 0.014 0.285 0.0% Red 0.000 29.145 0.014 0.285 0.000 9 0.000 0.026 0.000 --- NonR 0.000 29.145 0.026 0.000 0.000 SHEAR: Max Va (DL+LL) = 11.01 kips Vn/1.67 = 70.51 kips MOMENTS: Span . Cond LoadCombo Ma @ Lb Cb Mn / ) kip-ft ft ft kip-ft Center Max+ DL+LL 69.3 14.1 0.0 1.00 1.67 110.28 Controlling DL+LL 69.3 14.1 0.0 1.00 1.67 110.28 REACTIONS (kips): Left Right DL reaction 4.27 4.06 Max +LL reaction 6.74 6.35 Max +total reaction 11.01 10.41 DEFLECTIONS: Dead load (in) at 14.43 ft = -0.483 LID = 724 Live load (in) at 14.43 ft = -0.752 LID = 465 Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/0 ft kip-ft 0.0 1.00 1.67 43.41 0.0 1.00 1.67 43.41 Gravity Beam Design RAM Steel 15.11.00.26 DataBase: SSE Lateral Model 11-1-18 OCBF %Jf3enttey-Building Code: IBC Floor Type: Level 3 Beam Number = 216 SPAN INFORMATION (ft): I-End (29.15,77.50) J-End (38.17,77.50) 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Beam Size (User Selected) = W12X14 Total Beam Length (ft) = 9.02 Mp (kip-ft) = 72.50 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.295 0.000 --- NonR 9.020 0.295 0.000 2 0.000 0.029 0.570 0.0% Red 9.020 0.029 0.570 3 0.000 0.014 0.000 --- NonR 9.020 0.014 0.000 SHEAR: Max Va (DL+LL) = 4.09 kips Vn/1.67 = 42.75 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 9.2 4.5 Controlling DL+LL 9.2 4.5 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 1.52 1.52 2.57 2.57 4.09 4.09 at 4.51 ft = -0.020 LID = 5531 at 4.51 ft = -0.033 L/D = 3274 at 4.51 ft = -0.053 L/D = 2057 Floor Type: Level 3 Beam Number = 217 SPAN INFORMATION (ft): I-End (38.17,77.50) J-End (52.03,77.50) Beam Size (Optimum) = W16X26 Fy = 50.0 ksi Total Beam Length (ft) = 13.86 Mp (kip-ft) = 184.17 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 9.021 8.83 13.43 2.4 0.00 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.295 0.000 --- NonR 13.864 0.295 0.000 2 0.000 0.029 0.570 2.4% Red 13.864 0.029 0.570 3 0.000 0.026 0.000 --- NonR 13.864 0.026 0.000 SHEAR: Max Va (DL+LL) = 20.56 kips Vn/1.67 = 70.51 kips MOMENTS: Span Cond LoadCombo Ma Center Max + DL+LL Controlling DL+LL REACTIONS (kips): kip-ft ft 88.9 9.0 88.9 9.0 PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/c2 ft kip-ft 0.0 1.00 1.67 110.28 0.0 1.00 1.67 110.28 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 5.51 8.17 8.44 12.39 1.3.95 20.56 at 7.35 ft = -0.119 L/D = 1398 at 7.35 ft = -0.180 LID = 923 at 7.35 ft = -0.299 L/D = 556 Floor Type: Level 3 Beam Number = 218 SPAN INFORMATION (ft): I-End (47.19,77.50) J-End (47.19,92.22) Beam Size (User Selected) = W18X35 Total Beam Length (ft) = 14.72 Mp (kip-ft) = 277.08 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL 5.702 6.12 9.35 12.3 0.00 0.00 0.0 0.00 5.702 3.57 5.85 12.3 0.00 0.00 0.0 0.00 10.211 5.45 8.27 12.3 0.00 0.00 0.0 0.00 10.211 3.18 5.16 12.3 0.00 0.00 0.0 0.00 Fy = 50.0 ksi Red% 0.0 0.0 0.0 0.0 PartL 0.00 0.00 0.00 0.00 Load Dist DL LL Red% Type 1 0.000 0.035 0.000 --- NonR 14.718 0.035 0.000 SHEAR: Max Va (DL+LL) = 23.33 kips Vn/1.50 = 106.20 kips MOMENTS: Span Cond LoadCombo Ma Center Max + DL+LL Controlling DL+LL REACTIONS (kips): kip-ft ft 116.9 5.7 116.9 5.7 PartL 0.000 0.000 Lb Cb Mn/a ft kip-ft 5.7 1.66 1.67 165.92 5.7 1.66 1.67 165.92 Gravity Beam Design RAM Steel 15.11.00.26 RNIStructwMSym DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 %Ji3enttey-Building Code: IBC Steel Code: AISC 360-10 ASD LINE LOADS (k/ft): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 8.83 10.00 11.77 13.33 20.61 23.33 at 7.36 ft = -0.126 L/D = 1399 at 7.36 ft = -0.170 LID = 1041 at 7.36 ft = -0.296 LID = 597 Gravity Beam Design RAM Steel 15.11.00.26 RMiStnit1wISyMim DataBase. SSE Lateral Model 11-1-18 OCBF iBentteu Building Code: IBC Floor Type: Level 3 Beam Number = 219 SPAN INFORMATION (ft): I-End (24.30,83.20) J-End (24.30,92.22) Beam Size (User Selected) = W16X26 Total Beam Length (if) = 9.02 Mp (kip-ft) = 184.17 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL 4.509 3.18 5.16 0.0 0.00 0.00 0.0 0.00 4.509 3.38 5.48 0.0 0.00 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.026 0.000 --- NonR 0.000 9.017 0.026 0.000 0.000 SHEAR: Max Va (DL+LL) = 8.71 kips Vn/1.67 = 70.51 kips MOMENTS: Span Cond LoadCombo Ma @ Lb kip-ft ft ft Center Max + DL+LL 39.0 4.5 4.5 Controlling DL+LL 39.0 4.5 4.5 REACTIONS (kips): Left Right DL reaction 3.39 3.39 Max +LL reaction 5.32 5.32 Max +total reaction 8.71 8.71 DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Fy = 50.0 ksi Red% PartL 0.0 0.00 0.0 0.00 Cb 0 Mn/a kip-ft 1.66 1.67 110.28 1.66 1.67 110.28 at 4.51 ft = -0.020 L/D = 5341 at 4.51 ft = -0.032 L/D = 3364 at 4.51 ft = -0.052 L/D = 2064 Gravity Beam Design RAM Steel 15.11.00.26 RAMS!ructw.ISystm DataBase: SSE Lateral Model 11-1-18 OCBF %13enttey-Building Code: IBC Floor Type: Level 3 Beam Number = 220 SPAN INFORMATION (ft): I-End (0.00,83.20) J-End (24.30,83.20) Beam Size (User Selected) = W14X22 Total Beam Length (ft) = 24.30 Mp (kip-ft) = 13 8.3 3 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL 7.260 0.18 0.19 0.0 0.00 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.117 0.000 --- NonR 0.000 24.302 0.117 0.000 0.000 2 0.000 0.011 0.225 0.0% Red 0.000 24.302 0.011 0.225 0.000 3 0.000 0.147 0.000 --- NonR 0.000 7.260 0.147 0.000 0.000 4 0.000 0.014 0.285 0.0% Red 0.000 7.260 0.014 0.285 0.000 5 7.261 0.034 0.000 --- NonR 0.000 24.302 0.034 0.000 0.000 6 7.261 0.003 0.067 0.0% Red 0.000 24.302 0.003 0.067 0.000 7 0.000 0.022 0.000 --- NonR 0.000 24.302 0.022 0.000 0.000 SHEAR: Max Va (DL+LL) = 8.21 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Center Max + Controlling REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) kip-ft ft ft DL+LL 41.5 11.2 0.0 DL+LL 41.5 11.2 0.0 Left Right 3.17 2.47 5.03 3.84 8.21 6.31 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Fy = 50.0 ksi Red% PartL 0.0 0.00 Cb 0 Mn/ kip-ft 1.00 1.67 82.83 1.00 1.67 82.83 at 11.91 ft = -0.302 LfD = 965 at 11.91 ft = -0.471 LID = 620 at 11.91 ft = -0.773 L/D = 377 PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/c2 ft kip-ft 0.0 1.00 1.67 82.83 0.0 1.00 1.67 82.83 Floor Type: Level 3 Beam Number = 221 SPAN INFORMATION (ft): I-End (24.30,83.20) J-End (47.19,83.20) Beam Size (Optimum) = W14X22 Fy = 50.0 ksi Total Beam Length (ft) = 22.89 Mp(kip-ft) = 13 8.3 3 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 0.833 0.18 0.19 0.0 0.00 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.117 0.000 --- NonR 22.885 0.117 0.000 2 0.000 0.011 0.225 0.0% Red 22.885 0.011 0.225 3 0.000 0.034 0.000 --- NonR 0.833 0.034 0.000 4 0.000 0.003 0.067 0.0% Red 0.833 0.003 0.067 5 0.834 0.147 0.000 --- NonR 22.885 0.147 0.000 6 0.834 0.014 0.285 0.0% Red 22.885 0.014 0.285 7 0.000 0.022 0.000 --- NonR 22.885 0.022 0.000 SHEAR: Max Va (DL+LL) = 9.49 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 53.9 11.4 Controlling DL+LL 53.9 11.4 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 3.64 3.57 '5.85 5.85 9.49 9.42 at 11.44 ft = -0.334 LID = 821 at 11.44 ft = -0.547 LID = 502 at 11.44 ft = -0.881 L/D = 312 Gravity Beam Design I V11111 RAM Steel 15.11.00.26_ RAMSInjcluiMym DataBase. SSE Lateral Model 11-1-18 OCBF 'IBenttey Building Code: IBC Floor Type: Level 3 Beam Number = 222 SPAN INFORMATION (ft): I-End (47.19,83.20) J-End (83.83,83.20) Beam Size (Optimum) = W21X44 Total Beam Length (ft) = 36.65 Mp (kip-ft) = 397.50 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.264 0.000 --- NonR 0.000 36.645 0.264 0.000 0.000 2 0.000 0.026 0.511 0.0% Red 0.000 36.645 0.026 0.511 0.000 3 0.000 0.044 0.000 --- NonR 0.000 36.645 0.044 0.000 0.000 SHEAR Max Va (DL+LL) = 15.47 kips Vn/1.50 = 144.90 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Center Max + Controlling - REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) kip-ft ft ft DL+LL 141.7 18.3 0.0 DL+LL 141.7 18.3 0.0 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Fy = 50.0 ksi Cb IvIn/c~ kip-ft 1.00 1.67 238.02 1.00 1.67 238.02 Left Right 6.12 6.12 9.35 9.35 15.47 15.47 at 18.32 ft = -0.554 LID = 794 at 18.32 ft = -0.847 L/D = 519 at 18.32 ft = -1.401 L/D = 314 El Gravity Beam Design RAM Steel 15.11.00.26 RAMStni1waISy.t.m DataBase: SSE Lateral Model 11-1-18 OCBF %113enttey-Building Code: IBC Floor Type: Level 3 Beam Number = 223 SPAN INFORMATION (ft): I-End (29.15,62.78) J-End (29.15,77.50) Beam Size (Optimum) = W16X26 Total Beam Length (ft) = 14.72 Mp (kip-ft) = 184.17 POINT LOADS (kips): 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Fy = 50.0 ksi Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 4.509 3.18 5.16 7.9 0.00 0.00 0.0 0.00 0.0 0.00 4.509 4.11 6.57 7.9 0.00 0.00 0.0 0.00 0.0 0.00 9.017 3.57 5.84 7.9 0.00 0.00 0.0 0.00 0.0 0.00 9.017 4.67 7.44 7.9 0.00 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.026 0.000 --- NonR 14.718 0.026 0.000 SHEAR: Max Va (DL+LL) = 20.66 kips Vn/1.67 = 70.51 kips MOMENTS: Span Cond LoadCombo Ma Center Max + DL+LL Controlling DL+LL REACTIONS (kips): kip-ft ft 103.7 9.0 103.7 9.0 PartL 0.000 0.000 Lb Cb 0 Mn/Q ft kip-ft 5.7 1.66 1.67 110.28 5.7 1.66 1.67 110.28 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 8.44 7.47 12.23 10.80 20.66 18.27 at 7.36 ft = -0.181 L/D = 976 at 7.36 ft = -0.264 L/D = 670 at 7.36 ft = -0.445 L/D = 397 Load Dist DL LL Red% Type 1 0.000 0.026 0.000 --- NonR 14.718 0.026 0.000 SHEAR: Max Va (DL+LL) = 21.64 kips Vn/1.67 = 70.51 kips MOMENTS: Span Cond LoadCombo Ma Center Max + DL+LL Controlling DL+LL REACTIONS (kips): kip-ft ft 108.4 9.0 108.4 9.0 PartL 0.000 0.000 Lb Cb 0 Mn/0 ft kip-ft 5.7 1.66 1.67 110.28 5.7 1.66 1.67 110.28 Gravity Beam Design RAM Steel 15.11.00.26 RAMSfluctuTaISym DataBase: SSE Lateral Model 11-1-18 OCBF iBentLey, Building Code: IBC 11/01/1812:55:43 Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 224 SPAN INFORMATION (ft): I-End (52.03,62.78) J-End (52.03,77.50) Beam Size (Optimum) = W16X26 Fy = 50.0 ksi Total Beam Length (ft) = 14.72 Mp(kip-ft) = 184.17 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 4.509 4.66 7.18 9.6 0.00 0.00 0.0 0.00 0.0 0.00 4.509 3.18 5.16 9.6 0.00 0.00 0.0 0.00 0.0 0.00 9.017 5.16 8.12 9.6 0.00 0.00 0.0 0.00 0.0 0.00 9.017 3.57 5.84 9.6 0.00 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 9.01 7.94 12.63 11.15 21.64 19.09 at 7.36 ft = -0.193 L/lt) = 917 at 7.36 ft = -0.272 L/lD = 649 at 7.36 ft = -0.465 L/D = 380 Gravity Beam Design RAM Steel 15.11.00.26 RMShuluIMptim DataBase: SSE Lateral Model 11-1-18 OCBF %i3enttey-Building Code: IBC Floor Type: Level 3 Beam Number = 225 SPAN INFORMATION (ft): I-End (0.00,71.80) J-End (29.15,71.80) Beam Size (Optimum) = W16X31 Total Beam Length (ft) = 29.15 Mp (kip-ft) = 225.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.264 0.000 --- NonR 0.000 29.145 0.264 0.000 0.000 2 0.000 0.026 0.510 0.0% Red 0.000 29.145 0.026 0.510 0.000 3 0.000 0.031 0.000 --- NonR 0.000 29.145 0.031 0.000 0.000 SHEAR: Max Va (DL+LL) = 12.11 kips Vn/1.50 = 87.45 kips MOMENTS: Span Cond LoadCombo Ma @ Lb kip-ft ft ft DL+LL 88.2 14.6 0.0 DL+LL 88.2 14.6 0.0 Center Max + Controlling REACTIONS (kips): 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Fy = 50.0 ksi Cb Q Mn/Q kip-ft 1.00 1.67 134.73 1.00 1.67 134.73 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 4.67 4.67 7.44 7.44 12.11 12.11 at 14.57 ft = -0.479 LID = 731 at 14.57 ft = -0.762 LID = 459 at 14.57 ft = -1.241 L/D = 282 Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/i) ft kip-ft 0.0 1.00 1.67 82.83 0.0 - 1.00 1.67 82.83 Gravity Beam Design RAM Steel 15.11.00.26 MMSlruclwalSy5tern DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/1812:55:43 %lBentiew Building Code:: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 226 SPAN INFORMATION (ft): I-End (29.15,71.80) J-End (52.03,71.80) Beam Size (Optimum) = W14X22 Total Beam Length (ft) = 22.89 Mp(kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.264 0.000 --- NonR 22.885 0.264 0.000 2 0.000 0.026 0.510 0.0% Red 22.885 0.026 0.510 3 0.000 0.022 0.000 --- NonR 22.885 0.022 0.000 SHEAR: Max Va (DL+LL) = 9.41 kips Vnh1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 53.8 11.4 Controlling DL+LL 53.8 11.4 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 3.57 3.57 5.84 5.84 9.41 9.41 at 11.44 ft = -0.333 LID = 824 at 11.44 ft = -0.546 L/D = 503 at 11.44 ft = -0.879 L/D = 312 Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/2 ft kip-ft 0.0 1.00 1.67 165.92 0.0 1.00 1.67 .165.92 Gravity Beam Design ______ RAM Steel 15.11.00.26 RMSln1wMSym DataBase: SSE Lateral Model 11-1-18 OCBF Ioenttey Building Code: IBC Floor Type: Level 3 Beam Number = 227 SPAN INFORMATION (ft): I-End (52.03,77.50) J-End (83.83,77.50) 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Beam Size (Optimum) = W18X35 Total Beam Length (ft) = 31.80 Mp (kip-ft) = 277.08 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.295 0.000 --- NonR 31.802 0.295 0.000 2 0.000 0.029 0.570 0.0% Red 31.802 0.029 0.570 3 0.000 0.035 0.000 --- NonR 31.802 0.035 0.000 SHEAR: Max Va (DL+LL) = 14.77 kips Vn/1.50 = 106.20 kips MOMENTS: Span Cond LoadCombo Ma Center Max + DL+LL Controlling DL+LL REACTIONS (kips): kip-ft ft 117.4 15.9 117.4 15.9 Left Right 5.70 5.70 9.07 9.07 14.77 14.77 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) at 15.90 ft = -0.558 L/D = 684 at 15.90 ft = 4887 L/D = 430 at 15.90 ft = -1.445 LID = 264 PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/i) ft kip-ft 0.0 1.00 1.67 165.92 0.0 1.00 1.67 165.92 Gravity Beam Design RAM Steel 15.11.00.26 RMSbuctwaISytem DataBase: SSE Lateral Model 11-1-18 OCBF iBentLey. Building Code: IBC Floor Type: Level 3 Beam Number = 228 SPAN INFORMATION (ft): I-End (52.03,71.80) J-End (83.83,71.80) Beam Size (Optimum) = W18X35 Total Beam Length (ft) = 31.80 Mp (kip-ft) = 277.08 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.264 0.000 --- NonR 31.802 0.264 0.000 2 0.000 0.026 0.510 0.0% Red 31.802 0.026 0.510 3 0.000 0.035 0.000 --- NonR 31.802 0.035 0.000 SHEAR: Max Va (DL+LL) = 13.28 kips Vn/1.50 = 106.20 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 105.6 15.9 Controlling DL+LL 105.6 15.9 REACTIONS (kips): Left Right DL reaction 5.16 5.16 Max +LL reaction 8.12 8.12 Max +total reaction 13.28 13.28 DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Fy = 50.0 ksi at 15.90 ft = -0.505 LID = 756 at 15.90 ft = -0.794 LID = 480 at 15.90 ft = -1.299 L/D = 294 at at at Left Right 0.18 0.18 0.19 0.19 0.37 0.37 2.85 ft = -0.000 2.85 ft = -0.000 2.85 ft = -0.001 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Floor Type: Level 3 Beam Number = 229 SPAN INFORMATION (ft): I-End (25.14,77.50) J-End (25.14,83.20) Beam Size (User Selected) = W12X26 Total Beam Length (ft) = 5.70 Mp (kip-ft) = 155.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.034 0.000 --- NonR 5.701 0.034 0.000 2 0.000 0.003 0.067 0.0% Red 5.701 0.003 0.067 3 0.000 0.026 0.000 --- NonR 5.701 0.026 0.000 SHEAR: Max Va (DL+LL) = 0.37 kips Vn/1.50 = 56.12 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 0.5 2.9 Controlling DL+LL 0.5 2.9 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb Mn/ ft kip-ft 5.7 1.14 1.67 92.81 5.7 1.14 1.67 92.81 Gravity Beam Design RAM Steel 15.11.00.26 RMI StmctwaISm DataBase: SSE Lateral Model 114-18 OCBF %18enttey- Building Code: IBC Floor Type: Level 3 Beam Number = 230 SPAN INFORMATION (ft): I-End (7.26,77.50) J-End (7.26,83.20) Beam Size (User Selected) = W12X26 Total Beam Length (ft) = 5.70 Mp(kip-ft) = 155.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.034 0.000 --- NonR 0.000 5.701 0.034 0.000 0.000 2 0.000 0.003 0.067 0.0% Red 0.000 5.701 0.003 0.067 0.000 3 0.000 0.026 0.000 --- NonR 0.000 5.701 0.026 0.000 0.000 SHEAR: Max Va (DL+LL) = 0.37 kips Vn/1.50 = 56.12 kips MOMENTS: Span Cond LoadCombo Ma @ Lb kip-ft ft ft Center Max + DL+LL 0.5 2.9 5.7 Controlling DL+LL 0.5 2.9 5.7 REACTIONS (kips): Left Right DL reaction 0.18 0.18 Max +LL reaction 0.19 0.19 Max +total reaction :0.37 0.37 DEFLECTIONS: Dead load (in) at 2.85 ft = -0.000 Live load (in) at 2.85 ft = -0.000 Net Total load (in) at 2.85 ft = -0.001 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Fy = 50.0 ksi Cb 0 Mn/0 kip-ft 1.14 1.67 92.81 1.14 1.67 92.81 Gravity Beam Design RAM Steel 15.11.00.26 RAMStnictuiaISpm DataBase: SSE Lateral Model 11-1-18 OCBF %lBenney- Building Code: IBC Floor Type: Level 3 Beam Number = 231 SPAN INFORMATION (ft): I-End (0.00,62.78) J-End (29.15,62.78) Beam Size (Optimum) = W16X26 Total Beam Length (ft) = 29.15 Mp (kip-ft) = 1.84.17 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.234 0.000 --- NonR 0.000 29.145 0.234 0.000 0.000 2 0.000 0.023 0.453 0.0% Red 0.000 29.145 0.023 0.453 0.000 3 0.000 0.026 0:000 --- NonR 0.000 29.145 0.026 0.000 0.000 SHEAR: Max Va (DL+LL) = 10.73 kips Vn/1.67 = 70.51 kips MOMENTS: Span Cond LoadCombo Ma @ Lb kip-ft ft ft Center Max + DL+LL 78.2 14.6 0.0 Controlling DL+LL 78.2 14.6 0.0 REACTIONS (kips): 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Fy = 50.0 ksi Cb 0 Mn/0 kip-ft 1.00 1.67 110.28 1.00 1.67 110.28 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 4.13 4.13 6.60 6.60 10.73 10.73 at 14.57 ft = -0.527 L/D = 664 at 14.57 ft = -0.843 L/D = 415 at 14.57 ft = -1.370 L/D = 255 Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/0 ft kip-ft 0.0 1.00 1.67 82.83 0.0 1.00 1.67 82.83 Floor Type: Level 3 Beam Number = 233 SPAN INFORMATION (ft): I-End (52.03,62.78) J-End (72.46,62.78) Beam Size (User Selected) = W14X22 Total Beam Length (ft) = 20.43 Mp (kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.234 0.000 --- NonR 20.427 0.234 0.000 2 0.000 0.023 0.453 0.0% Red 20.427 0.023 0.453 3 0.000 0.022 0.000 --- NonR 20.427 0.022 0.000 SHEAR: Max Va (DL+LL) = 7.48 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 38.2 10.2 Controlling DL+LL 38.2 10.2 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 2.85 2.85 4.63 4.63 7.48 7.48 at 10.21 ft = -0.189 L/D = 1294 at 10.21 ft = -0.308 L/D = 797 at 10.21 ft = -0.497 L/D = 493 Floor Type: Level 3 Beam Number = 234 SPAN INFORMATION (ft): I-End (72.46,49.11) J-End (72.46,62.78) Beam Size (User Selected) = W16X26 Fy = 50.0 ksi Total Beam Length (ft) = 13.67 Mp(kip-ft) = 184.17 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 4.556 2.91 4.66 0.0 0.64 0.00 0.0 0.00 0.0 0.00 9.111 2.86 4.65 0.0 0.00 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.842 0.044 0.000 --- NonR 13.658 0.044 0.000 2 0.842 0.004 0.084 0.0% Red 13.658 0.004 0.084 3 0.000 0.000 0.000 --- NonR 0.841 0.043 0.000 4 0.000 0.000 0.000 0.0% Red 0.841 0.004 0.084 5 0.000 0.026 0.000 --- NonR 13.666 0.026 0.000 SHEAR: Max Va (DL+LL) = 9.00 kips Vn/1.67 = 70.51 kips MOMENTS: Span Cond LoadCombo Ma Center Max + DL+LL Controlling DL+LL REACTIONS (kips): kip-ft ft 39.7 5.4 39.7 5.4 PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/fl ft kip-ft 4.6 1.00 1.67 107.15 4.6 1.00 1.67 107.15 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 3.38 3.38 5.62 5.44 9.00 8.82 at 6.83 ft = -0.058 L/D = 2806 at 6.83 ft = -0.097 L/D = 1695 at 6.83 ft = -0.155 L/D = 1057 Gravity Beam Design RAM Steel 15.11.00.26 RAM SlructmalSptem DataBase: SSE Lateral Model 11-1-18 OCBF %laenttey-Building Code: IBC Floor Type: Level 3 Beam Number = 235 SPAN INFORMATION (ft): I-End (0.00,67.29) J-End (29.15,67.29) Beam Size (Optimum) = W16X26 Total Beam Length (ft) = 29.15 Mp(kip-ft) = 184.17 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.233 0.000 --- NonR 0.000 29.145 0.233 0.000 0.000 2 0.000 0.023 0.451 0.0% Red 0.000 29.145 0.023 0.451 0.000 3 0.000 0.026 0.000 --- NonR 0.000 29.145 0.026 0.000 0.000 SHEAR: Max Va (DL+LL) = 10.68 kips Vn/1.67 = 70.51 kips MOMENTS: Span ICond LoadCombo Ma @ Lb kip-ft ft ft DL+LL 77.8 14.6 0.0 DL+LL 77.8 14.6 0.0 Center Max + Controlling REACTIONS (kips): 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Fy = 50.0 ksi Cb 0 Mn/a kip-ft 1.00 1.67 110.28 1.00 1.67 110.28 DL reaction' Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 4.11 4.11 6.57 6.57 10.68 10.68 at 14.57 ft = -0.524 L/D = 667 at 14.57 ft = -0.839 L/D = 417 at 14.57 ft = -1.363 L/D = 257 Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/0 ft kip-ft 0.0 1.00 1.67 82.83 0.0 1.00 1.67 82.83 Gravity Beam Design RAM Steel 15.11.00.26 DataBase: SSE Lateral Model 11-1-18 OCBF iBenttey Building Code: IBC Floor Type: Level 3 Beam Number = 236 SPAN INFORMATION (ft): I-End (29.15,67.29) J-End (52.03,67.29) 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Beam Size (Optimum) = W14X22 Total Beam Length (ft) = 22.89 Mp (kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.233 0.000 --- NonR 22.885 0.233 0.000 2 0.000 0.023 0.451 0.0% Red 22.885 0.023 0.451 3 0.000 0.022 0.000 --- NonR 22.885 0.022 0.000 SHEAR: Max Va (DL+LL) = 8.34 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 47.7 11.4 Controlling DL+LL 47.7 11.4 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 3.18 3.18 5.16 5.16 8.34 8.34 at 11.44 ft = -0.297 L/D = 924 at 11.44 ft = -0.482 L/D = 570 at 11.44 ft = -0.779 L/D = 352 PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/0 ft kip-ft 0.0 1.00 1.67 165.92 0.0 1.00 1.67 165.92 Floor Type: Level 3 Beam Number = 237 SPAN INFORMATION (ft): I-End (52.03,67.29) J-End (83.83,67.29) Beam Size (User Selected) = W18X35 Fy = 50.0 ksi Total Beam Length (ft) = 31.80 Mp (kip-ft) = 277.08 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 20.427 0.23 0.28 0.0 0.00 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.117 0.000 --- NonR 31.802 0.117 0.000 2 0.000 0.011 0.225 0.0% Red 31.802 0.011 0.225 3 0.000 0.117 0.000 --- NonR 20.427 0.117 0.000 4 0.000 0.011 0.225 0.0% Red 20.427 0.011 0.225 5 20.427 0.095 0.000 --- NonR 31.802 0.095 0.000 6 20.427 0.009 0.184 0.0% Red 31.802 0.009 0.184 7 0.000 0.035 0.000 --- NonR 31.802 0.035 0.000 SHEAR: Max Va (DL+LL) = 11.84 kips Vn/1.50 = 106.20 kips MOMENTS: Span Cond LoadCombo Ma Center Max + DL+LL Controlling DL+LL REACTIONS (kips): kip-ft ft 94.5 16.0 94.5 16.0 Left Right 4.66 4.55 7.18 6.96 11.84 11.51 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) at 15.90 ft = -0.458 L/D = 833 at 15.90 ft = -0.703 L/D = 543 at 15.90 ft = -1.161 L/D = 329 Gravity Beam Design RAM Steel 15.11.00.26 RMI SbutmaISpem DataBase: SSE Lateral Model 11-1-18 OCBF %113enttey-Building Code: IBC Floor Type: Level 3 Beam Number = 238 SPAN INFORMATION (It): I-End (0.00,87.71) J-End (24.30,87.71) Beam Size (Optimum) = W14X22 Total Beam Length (ft) = 24.30 Mp (kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.233 0.000 --- NonR 0.000 24.302 0.233 0.000 0.000 2 0.000 0.023 0.451 0.0% Red 0.000 24.302 0.023 0.451 0.000 3 0.000 0.022 0.000 --- NonR 0.000 24.302 0.022 0.000 0.000 SHEAR: Max Va (DL+LL) = 8.85 kips Vnh1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma @ Lb kip-ft ft ft DL+LL 53.8 12.2 0.0 DL+LL 53.8 12.2 0.0 Center Max + Controlling REACTIONS (kips): 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Fy = 50.0 ksi Cb 0 Mn/Q kip-ft 1.00 1.67 82.83 1.00 1.67 82.83 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 3.38 3.38 5.48 5.48 8.85 8.85 at 12.15 ft = -0.378 LiD = 772 at 12.15 ft = -0.613 LID = 476 at 12.15 ft = -0.991 L/D = 294 Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/0 ft kip-ft 0.0 1.00 1.67 82.83 0.0 1.00 1.67 82.83 Gravity Beam Design RAM Steel 15.11.00.26 RAM ructwISptm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/1812:55:43 IBentLeu Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 239 SPAN INFORMATION (ft): I-End (24.30,87.71) J-End (47.19,87.71) Beam Size (Optimum) = W14X22 Total Beam Length (ft) = 22.89 Mp(kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.233 0.000 --- NonR 22.885 0.233 0.000 2 0.000 0.023 0.451 0.0% Red 22.885 0.023 0.451 3 0.000 0.022 0.000 --- NonR 22.885 0.022 0.000 SHEAR: Max Va (DL+LL) = 8.34 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 47.7 11.4 Controlling DL+LL 47.7 11.4 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 3.18 3.18 5.16 5.16 8.34 8.34 at 11.44 ft = -0.297 L/D = 924 at 11.44 ft = -0.482 L/D = 570 at 11.44 ft = -0.779 L/D = 352 PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb Q Mn/0 ft kip-ft 0.0 1.00 1.67 195.61 0.0 1.00 1.67 195.61 Gravity Beam Design RAM Steel 15 110026 K, t DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 %113enttey-Building Code: 1BC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 240 SPAN INFORMATION (ft): I-End (47.19,87.7 1) J-End (83.83,87.7 1) Beam Size (Optimum) = W18X40 Fy = 50.0 ksi Total Beam Length (ft) = 36.65 Mp (kip-ft) = 326.67 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 25.271 0.23 0.28 0.0 0.00 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.117 0.000 --- NonR 25.270 0.117 0.000 - 2 0.000 0.011 0.225 0.0% Red 25.270 0.011 0.225 3 25.271 0.095 0.000 --- NonR 36.645 0.095 0.000 4 25.271 0.009 0.184 0.0% Red 36.645 0.009 0.184 5 0.000 0.117 0.000 --- NonR 36.645 0.117 0.000 6 0.000 0.011 0.225 0.0% Red 36.645 0.011 0.225 7 0.000 0.040 0.000 --- NonR 36.645 0.040 0.000 SHEAR: Max Va (DL+LL) =13.72 kips Vn/1.50 = 112.77 kips MOMENTS: Span Cond LoadCombo Ma Center Max + DL+LL Controlling DL+LL REACTIONS (kips): kip-ft ft 126.1 18.4 126.1 18.4 Left Right 5.45 5.35 8.27 8.05 13.72 13.41 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) at 18.32 ft = -0.684 LID = 643 at 18.32 ft = -1.033 LID = 426 at 18.32 ft = -1.716 L/D = 256 Floor Type: Level 3 Beam Number = 241 SPAN INFORMATION (ft): I-End (72.46,87.71) J-End (72.46,92.22) Beam Size (User Selected) = W14X22 Fy = 50.0 ksi Total Beam Length (ft) = 4.51 Mp (kip-ft) = 138.33 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 3.675 0.99 1.49 0.0 0.00 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): PartL 0.000 0.000 0.000 0.000 0.000 0.000 Load Dist DL LL Red% Type 1 3.675 0.000 0.000 --- NonR 4.508 0.043 0.000 2 3.675 0.000 0.000 0.0% Red 4.508 0.004 0.083 3 0.000 0.022 0.000 --- NonR 4.508 0.022 0.000 SHEAR: Max Va (DL+LL) = 2.12 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 1.7 3.7 Controlling DL+LL 1.7 3.7 REACTIONS (kips): Lb Cb Q Mn/0 ft kip-ft 3.7 1.63 1.67 82.83 3.7 1.63 1.67 82.83 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.23 0.88 0.28 1.25 0.51 2.12 at 2.52 ft = -0.000 at 2.55 ft = -0.000 at 2.55 ft = -0.001 II Floor Type: Level 3 Beam Number = 242 SPAN INFORMATION (ft): I-End (72.46,62.78) J-End (72.46,67.29) Beam Size (User Selected) = W14X22 Fy = 50.0 ksi Total Beam Length (ft) = 4.51 Mp(kip-ft) = 138.33 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 0.833 0.99 1.49 0.0 0.00 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.043 0.000 --- NonR 0.000 0.833 0.000 0.000 0.000 2 0.000 0.004 0.083 0.0% Red 0.000 0.833 0.000 0.000 0.000 3 0.000 0.022 0.000 --- NonR 0.000 4.509 0.022 0.000 0.000 SHEAR: Max Va (DL+LL) = 2.12 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb a Mn / ) kip-ft ft ft kip-ft Center Max+ DL+LL 1.7 0.8 3.7 1.63 1.67 82.83 Controlling DL+LL 1.7 0.8 3.7 1.63 1.67 82.83 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.88 0.23 1.25 0.28 2.12 0.51 at 1.98 ft = -0.000 at 1.96 ft = -0.000 at 1.96 ft = -0.001 Gravity Beam Design RAM Steel 15.11.00.26 RAM StJuctwaISy5tm DataBase: SSE Lateral Model 11-1-18 OCBF iBenftey Building Code: IBC Floor Type: Level 3 Beam Number = 243 SPAN INFORMATION (ft): I-End (72.46,63.61) J-End (83.83,63.61) 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Beam Size (User Selected) = W12X26 Total Beam Length (ft) = 11.37 Mp (kip-ft) = 155.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.095 0.000 --- NonR 11.375 0.095 0.000 2 0.000 0.009 0.184 0.0% Red 11.375 0.009 0.184 3 0.000 0.000 0.000 --- NonR 0.833 0.043 0.000 4 0.000 0.000 0.000 0.0% Red 0.833 0.004 0.083 5 0.842 0.044 0.000 --- NonR 11.375 0.044 0.000 6 0.842 0.004 0.084 0.0% Red 11.375 0.004 0.084 7 0.000 0.026 0.000 --- NonR 11.375 0.026 0.000 SHEAR: Max Va (DL+LL) = 2.53 kips Vn/1.50 = 56.12 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 7.2 5.7 Controlling DL+LL 7.2 5.7 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/a ft kip-ft 0.0 1.00 1.67 92.81 0.0 1.00 1.67 92.81 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.99 1.01 1.49 1.52 2.48 2.53 at 5.69 ft = -0.011 L/D = 12059 at 5.69 ft = -0.017 L/D = 8012 at 5.69 ft = -0.028 L/D = 4814 Gravity Beam Design RAM Steel 15.11.00.26 RAMShuctwaISpm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 113ent1ey Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 244 SPAN INFORMATION (ft): I-End (72.46,91.39) J-End (83.83,91.39) Beam Size (User Selected) = W12X26 Fy = 50.0 ksi Total Beam Length (ft) = 11.37 Mp(kip-ft) = 155.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.000 0.000 --- NonR 0.000 0.833 0.043 0.000 0.000 2 0.000 0:000 0.000 0.0% Red 0.000 0.833 0.004 0.083 0.000 3 0.842 0.044 0.000 --- NonR 0.000 11.375 0.044 0.000 0.000 4 0.842 0.004 0.084 0.0% Red 0.000 11.375 0.004 0.084 0.000 5 0.000 0.095 0.000 --- NonR 0.000 11.375 0.095 0.000 0.000 6 0.000 0.009 0.184 0.0% Red 0.000 11.375 0.009 0.184 0.000 .7 0.000 0.026 0.000 --- NonR 0.000 11.375 0.026 0.000 0.000 SHEAR: Max Va (DL+LL) = 2.53 kips Vn/1.50 = 56.12 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb 0 Mn / kip-ft ft ft kip-ft Center Max+ DL+LL 7.2 5.7 0.0 1.00 1.67 92.81 Controlling DL+LL 7.2 5.7 0.0 1.00 1.67 92.81 REACTIONS (kips): Left Right DL reaction 0.99 1.01 Max +LL reaction 1.49 1.52 Max +total reaction 2.48 2.53 DEFLECTIONS: Dead load (in) at 5.69 ft = -0.011 L/D = 12062 Live load (in) at 5.69 ft = -0.017 L/D = 8014 Net Total load (in) at 5.69 ft = -0.028 L/D = 4815 Floor Type: Level 3 Beam Number = 245 SPAN INFORMATION (ft): I-End (0.00,96.77) J-End (24.30,96.77) Beam Size (Optimum) = W14X22 Total Beam Length (ft) 24.30 Mp(kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.236 0.000 --- NonR 0.000 24.302 0.236 0.000 0.000 2 0.000 0.023 0.456 0.0% Red 0.000 24.302 0.023 0.456 0.000 3 0.000 0.022 0.000 --- NonR 0.000 24.302 0.022 0.000 0.000 SHEAR: Max Va (DL+LL) = 8.94 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma @ Lb kip-ft ft ft DL+LL 54.3 12.2 0.0 DL+LL 54.3 12.2 0.0 Center Max + Controlling REACTIONS (kips): Fy = 50.0 ksi Cb kip-ft 1.00 1.67 82.83 1.00 1.67 82.83 Gravity Beam Design RAM Steel 15.11.00.26 RZ I Sy.bm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 %Joenttey-Building Code: IBC Steel Code: AISC 360-10 ASD DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 3.41 3:41 5.54 5.54 8.94 8.94 at 12.15 ft = -0.381 LID = 765 at 12.15 ft = -0.620 LID = 471 at 12.15 ft = -1.001 L/D = 291 Fy = 50.0 ksi J-End (24.30,101.33) Red% RoofLL Red% PartL 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Type PartL NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 Gravity Beam Design RAM Steel 15.11.00.26 MSnitlwaISym DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 !'IBenttey Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 246 SPAN INFORMATION (ft): I-End (0.00,101.33) Beam Size (Optimum) = W14X22 Total Beam Length (ft) = 24.30 Mp (kip-ft) = 138.33 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL 14.057 0.09 0.09 0.0 0.00 0.00 17.103 0.09 0.09 0.0 0.77 0.00 19.835 0.09 0.09 0.0 1.68 0.00 22.882 0.09 0.09 0.0 0.00 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% 1 0.000 0.118 0.000 14.057 0.118 0.000 2 0.000 0.011 0.228 0.0% 14.057 0.011 0.228 3 14.058 0.000 0.000 14.860 0.118 0.000 4 14.058 0.000 0.000 0.0% 14.860 0.011 0.228 5 14.861 0.118 0.000 17.103 0.118 0.000 6 14.861 0.011 0.228 0.0% 17.103 0.011 0.228 7 17.104 0.000 0.000 17.906 0.118 0.000 8 17.104 0.000 0.000 0.0% 17.906 0.011 0.228 9 17.907 0.118 0.000 19.835 0.118 0.000 10 17.907 0.011 0.228 0.0% 19.835 0.011 0.228 11 19.836 0.000 0.000 20.638 0.118 0.000 12 19.836 0.000 0.000 0.0% 20.638 0.011 0.228 13 20.639 0.118 0.000 22.881 0.118 0.000 14 20.639 0.011 0.228 0.0% 22.881 0.011 0.228 15 22.882 0.000 0.000 23.684 0.118 0.000 16 22.882 0.000 0.000 0.0% 23.684 0.011 0.228 Gravity Beam Design RAM Steel 15 110026 RAMSIructuuaISystim DataBase: SSE Lateral Model 11-1-18 OCBF 'IBentiey Building Code: mc 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Load Dist DL LL Red% Type PartL 17 23.685 0.118 0.000 --- NonR 0.000 24.302 0.118 0.000 0.000 18 23.685 0.011 0.228 0.0% Red 0.000 24.302 0.011 0.228 0.000 19 0.000 0.118 0.000 --- NonR 0.000 24.302 0.118 0.000 0.000 20 0.000 0.011 0.228 0.0% Red 0.000 24.302 0.011 0.228 0.000 21 0.000 0.022 0.000 --- NonR 0.000 24.302 0.022 0.000 0.000 SHEAR: Max Va (DL+LL) = 10.97 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb 0 Mn / Q kip-ft ft ft kip-ft Center Max+ DL+LL 61.6 12.9 0.0 1.00 1.67 82.83 Controlling DL+LL 61.6 12.9 0.0 1.00 1.67 82.83 REACTIONS (kips): Left Right DL reaction 3.45 3.53 Max +LL reaction . 6.08 7.44 Max +total reaction 9.52 10.97 DEFLECTIONS: Dead load (in) at 12.15 ft = -0.391 L/D = 746 Live load (in) at 12.27 ft = -0.754 L/D = 387 Net Total load (in) at 12.27 ft = -1.145 L/D = 255 Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb Mn/Il ft kip-ft 0.0 1.00 1.67 82.83 0.0 1.00 1.67 82.83 Gravity Beam Design RAM Steel 15.11.00.26 RP4SIrtuiaISym DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 %113enttey-Building Code: IBC Steel Code: AJSC 360-10 ASD Floor Type: Level 3 Beam Number = 247 SPAN INFORMATION (ft): I-End (24.30,96.77) J-End (47.19,96.77) Beam Size (Optimum) = W14X22 Total Beam Length (ft) = 22.89 Mp(kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.236 0.000 --- NonR 22885 0.236 0.000 2 0.000 0.023 0.456 0.0% Red 22.885 0.023 0.456 3 0.000 0.022 0.000 --- NonR 22.885 0.022 0.000 SHEAR: Max Va (DL+LL) = 8.42 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma • kip-ft ft Center Max + DL+LL 48.2 11.4 Controlling DL+LL 48.2 11.4 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 3.21 3.21 5.21 5.21 8.42 8.42 at 11.44 ft = -0.300 L/D = 916 at 11.44 ft = -0.487 L/D = 564 at 11.44 ft = -0.787 L/D = 349 Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/Q ft kip-ft 0.0 1.00 1.67 82.83 0.0 1.00 1.67 82.83 Gravity Beam Design ______ RAM Steel 15.11.00.26 AMSIrutwaISpt.m DataBase: SSE Lateral Model 11-1-18 OCBF iSentteu Building Code: IBC Floor Type: Level 3 Beam Number = 248 SPAN INFORMATION (ft): I-End (24.30,101.33) J-End (47.19,101.33) 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Beam Size (Optimum) = W14X22 Total Beam Length (ft) = 22.89 Mp (kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.236 0.000 --- NonR 22.885 0.236 0.000 2 0.000 0.023 0.456 0.0% Red 22.885 0.023 0.456 3 0.000 0.022 0.000 --- NonR 22.885 0.022 0.000 SHEAR: Max Va (DL+LL) = 8.42 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 48.2 11.4 Controlling DL+LL 48.2 11.4 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 3.21 3.21 :5.21 5.21 8.42 8.42 at 11.44 ft = -0.300 L/D = 916 at 11.44 ft = -0.487 L/D = 564 at 11.44 ft = -0.787 L/D = 349 Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb Q Mn/0 ft kip-ft 0.0 1.00 1.67 82.83 0.0 1.00 1.67 82.83 Gravity Beam Design Im RAM Steel 15.11.00.26 RW !maISy DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 n-jf3enttey-Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 249 SPAN INFORMATION (ft): I-End (47.19,96.77) J-End (72.46,96.77) Beam Size (Optimum) = W14X22 Total Beam Length (fl) = 25.27 Mp (kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.236 0.000 --- NonR 25.270 0.236 0.000 2 0.000 0.023 0.456 0.0% Red 25.270 0.023 0.456 3 0.000 0.022 0.000 --- NonR 25.270 0.022 0.000 SHEAR: Max Va (DL+LL) = 9.30 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 58.8 12.6 Controlling DL+LL 58.8 12.6 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 3.54 3.54 5.76 5.76 9.30 9.30 at 12.64 ft = -0.446 L/D = 680 at 12.64 ft = -0.724 L/D = 419 at 12.64 ft = -1.170 L/D = 259 Gravity Beam Design 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Beam Number = 250 I-End (47.19,101.33) J-End (72.46,101.33) = W16X26 Fy = 50.0 ksi = 25.27 Red% RoofLL Red% PartL 0.0 0.00 0.00 0.0 0.00 0.0 0.00 0.0 1.68 0.00 0.0 0.00 0.0 0.00 0.0 0.76 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.00 0.0 0.00 0.0 0.00 Load Dist DL LL Red% Type PartL 1 0.000 0.118 0.000 --- NonR 0.000 5.455 0.118 0.000 0.000 2 0.000 0.011 0.228 0.0% Red 0.000 5.455 0.011 0.228 0.000 3 5.456 0.118 0.000 --- NonR 0.000 6.303 0.000 0.000 0.000 4 5.456 0.011 0.228 0.0% Red 0.000 6.303 0.000 0.000 0.000 5 6.304 0.118 0.000 --- NonR 0.000 8.502 0.118 0.000 0.000 6 6.304 0.011 0.228 0.0% Red 0.000 8.502 0.011 0.228 0.000 7 8.502 0.118 0.000 --- NonR 0.000 9.349 0.000 0.000 0.000 8 8.502 0.011 0.228 0.0% Red 0.000 9.349 0.000 0.000 0.000 9 9.350 0.118 0.000 --- NonR 0.000 11.234 0.118 0.000 0.000 10 9.350 0.011 0.228 0.0% Red 0.000 11.234 0.011 0.228 0.000 11 11.234 0.118 0.000 --- NonR 0.000 12.081 0.000 0.000 0.000 12 11.234 0.011 0.228 0.0% Red 0.000 12.081 0.000 0.000 0.000 13 12.082 0.118 0.000 --- NonR 0.000 14.280 0.118 0.000 0.000 14 12.082 0.011 0.228 0.0% Red 0.000 14.280 0.011 0.228 0.000 15 14.281 0.118 0.000 --- NonR 0.000 15.127 0.000 0.000 0.000 16 14.281 0.011 0.228 0.0% Red 0.000 15.127 0.000 0.000 0.000 RAM Steel 1511.00.26 RWSfmcW LINE LOADS (k/ft): aISym DataBase: SSE Lateral Model 11-1-18 OCBF (Benttey' Building Code: IBC Floor Type: Level 3 SPAN INFORMATION (It): Beam Size (Optimum) Total Beam Length (It) Mp (kip-ft) = 184.17 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL 6.303 0.10 0.10 9.349 0.10 0.10 12.081 0.10 0.10 15.128 0.10 0.10 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/2 ft kip-ft 0.0 1.00 1.67 110.28 0.0 1.00 1.67 110.28 Gravity Beam Design RAM Steel 15.11.00.26 RAMs,ruclula, DataBase: SSE Lateral Model 11-1-18 OCBF iBent1ey. Building Code: IBC Load Dist DL LL Red% Type 17 15.128 0.118 0.000 --- NonR 25.270 0.118 0.000 18 15.128 0.011 0.228 0.0% Red 25.270 0.011 0.228 19 0.000 0.118 0.000 --- NonR 25.270 0.118 0.000 20 0.000 0.011 0.228 0.0% Red 25.270 0.011 0.228 21 0.000 0.026 0.000 --- NonR 25.270 0.026 0.000 SHEAR: Max Va (DL+LL) = 10.90 kips Vn/1.67 = 70.51 kips MOMENTS: Span Cond LoadCombo Ma Center Max + DL+LL Controlling DL+LL REACTIONS (kips): kip-ft ft 72.8 12.1 72.8 12.1 Left Right 3.69 3.67 7.21 6.75 10.90 10.41 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) at 12.64 ft = -0.309 L/D = 982 at 12.51 ft = -0.631 L/D = 480 at 12.51 ft = -0.940 L/D = 322 Gravity Beam Design _____ RAM Steel 15.11.00.26 RAMSIrutwaISym DataBase: SSE Lateral Model 11-1-18 OCBF %113enttey-Building Code: IBC Floor Type: Level 3 Beam Number = 251 SPAN INFORMATION (ft): I-End (0.00,58.23) J-End (29.15,58.23) Beam Size (Optimum) = W16X26 Total Beam Length (ft) = 29.15 Mp (kip-ft) = 184.17 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.236 0.000 --- NonR 0.000 29.145 0.236 0.000 0.000 2 0.000 0.023 0.456 0.0% Red 0.000 29.145 0.023 0.456 0.000 3 0.000 0.026 0.000 --- NonR 0.000 29.145 0.026 0.000 0.000 SHEAR: Max Va (DL+LL) = 10.78 kips Vn/1.67 = 70.51 kips MOMENTS: Span Cond LoadCombo Ma @ Lb kip-ft ft ft DL+LL 78.6 14.6 0.0 DL+LL 78.6 14.6 0.0 Center Max + Controlling REACTIONS (kips): 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Fy = 50.0 ksi Cb 0 Mn/ kip-ft 1.00 1.67 110.28 1.00 1.67 110.28 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 4.15 4.15 6.64 6.64 10.78 10.78 at 14.57 ft = -0.529 L/D = 661 at 14.57 ft = -0.847 L/D = 413 at 14.57 ft = -1.377 L/D = 254 Gravity Beam Design RAM Steel 15.11.00.26 RAMShuctuIaISpEm DataBase: SSE Lateral Model 11-1-18 OCBF iBenttey Building Code: IBC Floor Type: Level 3 Beam Number = 252 SPAN INFORMATION (ft): I-End (0.00,53.67) J-End (29.15,53.67) Beam Size (User Selected) = W18X35 Total Beam Length (ft) = 29.15 Mp (kip-ft) = 277.08 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL 14.003 0.10 0.10 0.0 0.00 0.00 0.0 0.00 17.054 0.10 0.10 0.0 0.76 0.00 0.0 0.00 19.791 0.10 0.10 0.0 1.68 0.00 0.0 0.00 22.842 0.10 0.10 0.0 0.00 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.118 0.000 --- NonR 0.000 29.145 0.118 0.000 0.000 2 0.000 0.011 0.228 0.0% Red 0.000 29.145 0.011 0.228 0.000 3 0.000 0.118 0.000 --- NonR 0.000 14.002 0.118 0.000 0.000 4 0.000 0.;011 0.228 0.0% Red 0.000 14.002 0.011 0.228 0.000 5 14.003 0.000 0.000 --- NonR 0.000 14.850 0.118 0.000 0.000 6 14.003 0.000 0.000 0.0% Red 0.000 14.850 0.011 0.228 0.000 7 14.851 0.118 0.000 --- NonR 0.000 17.054 0.118 0.000 0.000 8 14.851 0.011 0.228 0.0% Red 0.000 17.054 0M11 0.228 0.000 9 17.055 0.000 0.000 --- NonR 0.000 17.902 0.118 0.000 0.000 10 17.055 0.000 0.000 0.0% Red 0.000 17.902 0.011 0.228 0.000 11 17.902 0.118 0.000 --- NonR 0.000 19.791 0.118 0.000 0.000 12 17.902 0.011 0.228 0.0% Red 0.000 19.791 0.011 0.228 0.000 13 19.791 0.000 0.000 --- NonR 0.000 20.638 0.118 0.000 0.000 14 19.791 0.000 0.000 0.0% Red 0.000 20.638 0.011 0.228 0.000 15 20.639 0.118 0.000 --- NonR 0.000 22.842 0.118 0.000 0.000 16 20.639 0.011 0.228 0.0% Red 0.000 22.842 0.011 0.228 0.000 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Fy = 50.0 ksi Red% PartL 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Gravity Beam Design RAM Steel 15.11.00.26 - RAMSImctwaISy5bm DataBase: SSE Lateral Model 114-18 OCBF 11/01/18 12:55:43 n5ilsenney-Building Code: IBC Steel Code: AISC 360-10 ASD Load Dist DL LL Red% Type 17 22.843 0.000 0.000 --- NonR 23.690 0.118 0.000 18 22.843 0.000 0.000 0.0% Red 23.690 0.011 0.228 19 23.690 0.118 0.000 --- NonR 29.145 0.118 0.000 20 23.690 0.011 0.228 0.0% Red 29.145 0.011 0.228 21 0.000 0.035 0.000 --- NonR 29.145 0.035 0.000 SHEAR: Max Va (DL+LL) = 12.60 kips Vn/1.50 = 106.20 kips MOMENTS: Span Cond LoadCombo Ma Center Max + DL+LL Controlling DL+LL REACTIONS (kips): PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb Mn/a ft kip-ft 0.0 1.00 1.67 165.92 0.0 1.00 1.67 165.92 kip-ft ft 93.4 15.7 93.4 15.7 Left Right 4.34 4.38 7.50 8.22 11.84 12.60 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) at 14.57 ft = -0.331 L/D = 1058 at 14.72 ft = -0.629 L/D = 556 at 14.72 ft = -0.960 L/D = 365 Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/0 ft kip-ft 0.0 1.00 1.67 82.83 0.0 1.00 1.67 82.83 Gravity Beam Design RAM Steel 15.11.00.26 UM SIMCW10 DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 ENJIBenttey-Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 253 SPAN INFORMATION (ft): I-End (29.15,58.23) J-End (52.03,58.23) Beam Size (Optimum) = W14X22 Total Beam Length (ft) = 22.89 Mp(kip-ft) = 138.33 LINE LOADS (k/It): Load Dist DL LL Red% Type 1 0.000 0.236 0.000 --- NonR 22.885 0.236 0.000 2 0.000 0.023 0.456 0.0% Red 22.885 0.023 0.456 3 0.000 0.022 0.000 --- NonR 22.885 0.022 0.000 SHEAR: Max Va (DL+LL) = 8.42 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 48.2 11.4 Controlling DL+LL 48.2 11.4 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 3.21 3.21 5.21 5.21 8.42 8.42 at 11.44 ft = -0.300 L/D = 916 at 11.44 ft = -0.487 L/D = 564 at 11.44 ft = -0.787 L/D = 349 Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/a ft kip-ft 0.0 1.00 1.67 82.83 0.0 1.00 1.67 82.83 Gravity Beam Design RAM Steel 15.11.00.26 RN 31mmal DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 n-JIBenttey. Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 254 SPAN INFORMATION (ft): I-End (29.15,53.67) J-End (52.03,53.67) Beam Size (Optimum) = W14X22 Total Beam Length (ft) = 22.89 Mp(kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.236 0.000 --- NonR 22.885 0.236 0.000 2 0.000 0.023 0.456 0.0% Red 22.885 0.023 0.456 3 0.000 0.022 0.000 --- NonR 22.885 0.022 0.000 SHEAR: Max Va (DL+LL) = 8.42 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 48.2 11.4 Controlling DL+LL 48.2 11.4 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 3.21 3.21 5.21 5.21 8.42 8.42 at 11.44 ft = -0.300 L/D = 916 at 11.44 ft = -0.487 L/D = 564 at 11.44 ft = -0.787 L/D = 349 Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn /D ft kip-ft 0.0 1.00 1.67 82.83 0.0 1.00 1.67 82.83 Floor Type: Level 3 Beam Number = 255 SPAN INFORMATION (ft): I-End (52.03,58.23) J-End (72.46,58.23) Beam Size (User Selected) = W14X22 Total Beam Length (ft) = 20.43 Mp (kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.236 0.000 --- NonR 20.427 0.236 0.000 2 0.000 0.023 0.456 0.0% Red 20.427 0.023 0.456 3 0.000 0.022 0.000 --- NonR 20.427 0.022 0.000 SHEAR: Max Va (DL+LL) = 7.52 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 38.4 10.2 Controlling DL+LL 38.4 10.2 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 2.86 2.86 4.65 4.65 7.52 7.52 at 10.21 ft = -0.190 LID = 1288 at 10.21 ft = -0.309 L/D = 793 at 10.21 ft =' -0.500 L/D = 491 Gravity Beam Design is RAM Steel 15.11.00.26 PM Isy:m DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 %J13enney-Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 256 SPAN INFORMATION (ft): I-End (52.03,53.67) J-End (72.46,53.67) Beam Size (User Selected) = W14X22 Fy = 50.0 ksi Total Beam Length (ft) = 20.43 Mp(kip-ft) = 138.33 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 1.452 0.10 0.10 0.0 0.00 0.00 0.0 0.00 0.0 0.00 4.459 0.09 0.09 0.0 1.68 0.00 0.0 0.00 0.0 0.00 7.190 0.09 0.09 0.0 0.77 0.00 0.0 0.00 0.0 0.00 10.237 0.09 0.09 0.0 0.00 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.118 0.000 --- NonR 0.000 20.427 0.118 0.000 0.000 2 0.000 0.011 0.228 0.0% Red 0.000 20.427 0.011 0.228 0.000 3 0.000 0.118 0.000 --- NonR 0.000 0.609 0.118 0.000 0.000 4 0.000 0.011 0.228 0.0% Red 0.000 0.609 0.011 0228 0.000 5 0.609 0.118 0.000 --- NonR 0.000 1.452 0.000 0.000 0.000 6 0.609 0.011 0.228 0.0% Red 0.000 1.452 0.000 0.000 0.000 7 1.453 0.118 0.000 --- NonR 0.000 3.655 0.118 0.000 0.000 8 1.453 0.011 0.228 0.0% Red 0.000 3.655 0.011 0.228 0.000 9 3.656 0.118 0.000 --- NonR 0.000 4.458 0.000 0.000 0.000 10 3.656 0.011 0.228 0.0% Red 0.000 4.458 0.000 0.000 0.000 11 4.459 0.118 0.000 --- NonR 0.000 6.387 0.118 0.000 0.000 12 4.459 0.011 0.228 0.0% Red 0.000 6.387 0.011 0.228 0.000 13 6.388 0.118 0.000 --- NonR 0.000 7.190 0.000 0.000 0.000 14 6.388 0.011 0.228 0.0% Red 0.000 7.190 0.000 0.000 0.000 15 7.191 0.118 0.000 --- NonR 0.000 9.433 0.118 0.000 0.000 16 7.191 0.011 0.228 0.0% Red 0.000 9.433 0.011 0.228 0.000 Gravity Beam Design RAM Steel 15.11.00.26 RMS!nIctw.ISy5tm DataBase: SSE Lateral Model 11-1-18 OCBF %Ji3enttey-Building Code: IBC Load Dist DL LL Red% Type 17 9.434 0.118 0.000 --- NonR 10.236 0.000 0.000 18 9.434 0.011 0.228 0.0% Red 10.236 0.000 0.000 19 10.237 0.118 0.000 --- NonR 20.427 0.118 0.000 20 10.237 0.011 0.228 0.0% Red 20.427 0.011 0.228 21 0.000 0.022 0.000 --- NonR 20.427 0.022 0.000 SHEAR: Max Va (DL+LL) = 9.44 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma Center Max + DL+LL Controlling DL+LL REACTIONS (kips): kip-ft ft 45.7 9.3 45.7 9.3 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/Q ft kip-ft 0.0 1.00 1.67 82.83 0.0 1.00 1.67 82.83 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 2.98 2.91 6.46 5.29 9.44 8.21 at 10.21 ft = -0.197 L/D = 1247 at 10.01 ft = -0.401 L/D = 612 at 10.01 ft = -0.597 L/D = 410 Gravity Beam Design RAM Steel 15.11.00.26 RAMSImctwaISm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/1812:55:43 n-1113enttey-Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 257 SPAN INFORMATION (ft): I-End (14.00,53.67) J-End (14.85,49.11) Beam Size (User Selected) = W8X18 Total Beam Length (ft) = 4.63 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.022 0.000 --- NonR 4.633 0.022 0.000 2 0.000 0.002 0.042 0.0% Red 4.633 0.002 0.042 3 0.000 0.018 0.000 --- NonR 4.633 0.018 0.000 SHEAR: Max Va (DL+LL) = 0.19 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 0.2 2.3 Controlling DL+LL 0.2 2.3 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/0 ft kip-ft 0.0 1.00 1.67 42.42 0.0 1.00 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.10 0.10 0.10 0.10 0.19 0.19 at 2.32 ft = -0.000 at 2.32 ft = -0.000 at 2.32 ft = -0.000 Cb 1.00 1.67 1.00 1.67 L/D = 11409 L/D = 10886 kip-ft 42.42 42.42 Gravity Beam Design RAM Steel 15.11.00.26 DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 113ent1ey Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 258 SPAN INFORMATION (ft): I-End (17.05,53.67) J-End (17.90,49.11) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 4.63 Mp (kip-ft) = 70.83 POINT LOADS (kips): Dist DL RedLL Red% Non1RLL StorLL Red% RoofLL Red% PartL 4.217 0.00 0.00 0.0 8.50 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.022 0.000 --- NonR 4.633 0.022 0.000 2 0.000 0.002 0.042 0.0% Red 4.633 0.002 0.042 3 0.000 0.018 0.000 --- NonR 4.633 0:018 0.000 SHEAR: Max Va (DL+LL) = 7.93 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft 3.3 4.2 3.3 4.2 Left Right 0.10 0.10 0.86 7.83 0.96 7.93 at 2.32 ft = -0.000 at 2.64 ft = -0.005 at 2.64 ft = -0.005 Center Max + DL+LL Controlling DL+LL REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Lb ft 0.0 0.0 PartL 0.000 0.000 0.000 0.000 0.000 0.000 Gravity Beam Design RAM Steel 15.11.00.26 RMStru1uTaISystm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/1812:55:43 iBenttey, Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 259 SPAN INFORMATION (ft): I-End (19.79,53.67) J-End (20.64,49.11) Beam Size (User Selected), = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 4.63 Mp (kip-ft) = 70.83 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 3.717 0.00 0.00 0.0 8.50 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): PartL 0.000 0.000 0.000 0.000 - 0.000 0.000 Load Dist DL LL Red% Type 1 0.000 0.022 0.000 --- NonR 4.633 0.022 0.000 2 0.000 0.002 0.042 0.0% Red 4.633 0.002 0.042 3 0.000 0.018 0.000 --- NonR 4.633 0.018 0.000 SHEAR: Max Va (DL+LL) = 7.01 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 6.4 3.7 Controlling DL+LL 6.4 3.7 REACTIONS (kips): Lb Cb 92 Mn/0 ft kip-ft 0.0 1.00 1.67 42.42 0.0 1.00 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right :0.10 0.10 1.78 6.91 1.87 7.01 at 2.32 ft = -0.000 at 2.62 ft = -0.010 at 2.62 ft = -0.010 L/D = 5579 L/D = 5450 Gravity Beam Design RAM Steel 15.11.00.26 RAMSkucturaISysm DataBase: SSE Lateral Model 11-1-18 OCBF ioenttey Building Code: IBC 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Floor Type: Level 3. Beam Number = 260 SPAN INFORMATION (ft): I-End (22.84,53.67) J-End (23.69,49.11) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 4.63 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.022 0.000 --- NonR 0.000 4.633 0.022 0.000 0.000 2 0.000 0.002 0.042 0.0% Red 0.000 4.633 0.002 0.042 0.000 3 0.000 0.018 0.000 --- NonR 0.000 4.633 0.018 0.000 0.000 SHEAR: Max Va (DL+LL) = 0.19 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb Mn / 0 kip-ft ft ft kip-ft Center Max+ DL+LL 0.2 2.3 0.0 1.00 1.67 42.42 Controlling DL+LL 0.2 2.3 0.0 1.00 1.67 42.42 REACTIONS (kips): Left Right DL reaction 0.10 0.10 Max +LL reaction 0.10 0.10 Max +total reaction 0.19 0.19 DEFLECTIONS: Dead load (in) at 2.32 ft = -0.000 Live load (in) at 2.32 ft = -0.000 Net Total load (in) at 2.32 ft = -0.000 Gravity Beam Design RAM Steel 15 110026 RAMSInitwaISym DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/1812:55:43 113ent1ey Building Code: IBC Steel Code: AJSC 360-10 ASD Floor Type: Level 3 Beam Number = 261 SPAN INFORMATION (ft): I-End (55.69,49.11) J-End (56.49,53.67) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 4.63 Mp (kip-ft) = 70.83 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 0.917 0.00 0.00 0.0 8.50 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.020 0.000 --- NonR 4.625 0.020 0.000 2 0.000 0.002 0.040 0.0% Red 4.625 0.002 0.040 3 0.000 0.018 0.000 -- NonR 4.625 0.018 0.000 SHEAR: Max Va (DL+LL) = 7.00 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 6.4 0.9 Controlling DL+LL 6.4 0.9 REACTIONS (kips): PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/0 ft kip-ft 0.0 1.00 1.67 42.42 0.0 1.00 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.09 0.09 6.91 1.78 7.00 1.87 at 2.31 ft = -0.000 at 2.01 ft = -0.010 at 2.01 ft = -0.010 LID = 5597 LID = 5472 Floor Type: Level 3 Beam Number = 262 SPAN INFORMATION (ft): I-End (54.90,44.68) J-End (55.11,45.83) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 1.17 Mp (kip-ft) = 70.83 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 0.527 0.00 0.00 0.0 8.50 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.005 0.000 --- NonR 1.167 0.005 0.000 2 0.000 0.000 0.010 0.0% Red 1.167 0.001 0.010 3 0.000 0.018 0.000 --- NonR 1.167 0.018 0.000 SHEAR: Max Va (DL+LL) = 4.68 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 2.5 0.5 Controlling DL+LL 2.5 0.5 REACTIONS (kips): PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/ca ft kip-ft 0.0 1.00 1.67 42.42 0.0 1.00 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.01 0.01 4.67 3.84 4.68 3.86 at 0.58 ft = -0.000 at 0.57 ft = -0.000 at 0.57 ft = -0.000 Gravity Beam Design RAM Steel 15.11.00.26 Snumal DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/1812:55:43 'tBenney Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 263 SPAN INFORMATION (ft): I-End (57.55,44.21) J-End (57.84,45.83) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 1.64 Mp (kip-ft) = 70.83 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 0.536 0.00 0.00 0.0 8.50 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.007 0.000 --- NonR 1.642 0.007 0.000 2 0.000 0.001 0.014 0.0% Red 1.642 0.001 0.014 3. 0.000 0.018 0.000 --- NonR 1.642 0.018 0.000 SHEAR: Max Va (DL+LL) = 5.76 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 3.1 0.5 Controlling DL+LL 3.1 0.5 REACTIONS (kips): PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb Q Mn/a ft kip-ft 0.0 1.00 1.67 42.42 0.0 1.00 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.02 0.02 5.74 2.79 5.76 2.81 at 0.82 ft = -0.000 at 0.75 ft = -0.001 at 0.75 ft = -0.001 Gravity Beam Design RAM Steel 15.11.00.26 DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 %113enttey-Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 264 SPAN INFORMATION (ft): I-End (58.42,49.11) J-End (59.22,53.67) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 4.63 Mp (kip-ft) = 70.83 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 0.417 0.00 0.00 0.0 8.50 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.020 0.000 --- NonR 4.625 0.020 0.000 - 2 0.000 0.002 0.040 0.0% Red 4.625 0.002 0.040 3 0.000 0.018 0.000 --- NonR 4.625 0.018 0.000 SHEAR: Max Va (DL+LL) = 7.92 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 3.3 0.4 Controlling DL+LL 3.3 0.4 REACTIONS (kips): PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/Q ft kip-ft 0.0 1.00 1.67 42.42 0.0 1.00 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.09 0.09 7.83 0.86 7.92 0.95 at 2.31 ft = -0.000 at 1.99 ft = -0.005 at 1.99 ft = -0.005 LID = 11459 L/D = 10948 Gravity Beam Design RAM Steel 15.11.00.26 StrucWa DataBase: SSE Lateral Model 11-1-18 OCBF isentieu Building Code: IBC 11/01/1812:55:43 Steel Code: A1SC 360-10 ASD Floor Type: Level 3 Beam Number = 265 SPAN INFORMATION (ft): I-End (61.46,49.11) J-End (62.27,53.67) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 4.63 Mp (kip-ft) = 70.83 LINE LOADS (k/It): Load Dist DL LL Red% Type PartL 1 0.000 0.020 0.000 --- NonR 0.000 4.625 0.020 0.000 0.000 j 2 0.000 0.002 0.040 0.0% Red 0.000 4.625 0.002 0.040 0.000 3 0.000 0.018 0.000 --- NonR 0.000 4.625 0.018 0.000 0.000 SHEAR: Max Va (DL+LL) = 0.18 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb Mn /Q kip-ft ft ft kip-ft Center Max + DL+LL 0.2 2.3 0.0 1.00 1.67 42.42 Controlling DL+LL 0.2 2.3 0.0 1.00 1.67 42.42 REACTIONS (kips): Left Right DL reaction 0.09 0.09 Max +LL reaction 0.09 0.09 Max +total reaction 0.18 0.18 DEFLECTIONS: Dead load (in) at 2.31 ft = -0.000 Live load (in) at 2.31 ft = -0.000 Net Total load (in) at 2.31 ft = -0.000 Beam Size (User Selected) = W8X18 Total Beam Length (ft) = 2.17 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.010 0.000 --- NonR 2.171 0.010 0.000 2 0.000 0.001 0.019 0.0% Red 2.171 0.001 0.019 3 0.000 0.018 0.000 --- NonR 2.171 0.018 0.000 SHEAR: Max Va (DL+LL) = 0.05 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL 0.0 1.1 Controlling DL+LL 0.0 1.1 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/a ft kip-ft 0.0 1.00 1.67 42.42 0.0 1.00 1.67 42.42 Floor Type: Level 3 Beam Number = 266 SPAN INFORMATION (ft): I-End (60.51,43.69) J-End (60.88,45.83) DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right :ØØ3 0.03 0.02 0.02 0.05 0.05 at 1.09 ft = -0.000 at 1.09 ft = -0.000 at 1.09 ft = -0.000 Gravity Beam Design RAM Steel 15.11.00.26 RflM Structural Syitam DataBase: SSE Lateral Model 11-1-18 OCBF %ji3enney-Building Code: IBC Floor Type: Level 3 Beam Number = 267 SPAN INFORMATION (ft): I-End (52.64,49.11) J-End (53.48,53.67) 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Beam Size (User Selected) = W8X18 Total Beam Length (ft) = 4.63 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.021 0.000 --- NonR 4.633 0.021 0.000 2 0.000 0.002 0.041 0.0% Red 4.633 0.002 0.041 3 0.000 0.018 0.000 --- NonR 4.633 0.018 0.000 SHEAR: Max Va (DL+LL) = 0.19 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 0.2 2.3 Controlling DL+LL 0.2 2.3 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/Il ft kip-ft 0.0 1.00 1.67 42.42 0.0 1.00 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.10 0.10 0.10 0.10 0.19 0.19 at 2.32 ft = -0.000 at 2.32 ft = -0.000 at 2.32 ft = -0.000 Gravity Beam Design RAM Steel 15.11.00.26 Pj MMSkuictuialSptzm DataBase: SSE Lateral Model 11-1-18 OCBF IBenttey, Building Code: IBC 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 268 SPAN INFORMATION (ft): I-End (61.47,105.89) J-End (62.32,101.33) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 4.63 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.022 0.000 --- NonR 0.000 4.633 0.022 0.000 0.000 2 0.000 0.002 0.042 0.0% Red 0.000 4.633 0.002 0.042 0.000 3 0.000 0.018 0.000 --- NonR 0.000 4.633 0.018 0.000 0.000 SHEAR: Max Va (DL+LL) = 0.19 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb 0 Mn /0 kip-ft ft ft kip-ft Center Max + DL+LL 0.2 2.3 0.0 1.00 1.67 42.42 Controlling DL+LL 0.2 2.3 0.0 1.00 1.67 42.42 REACTIONS (kips): Left Right DL reaction 0.10 0.10 Max +LL reaction 0.10 0.10 Max +total reaction 0.19 0.19 DEFLECTIONS: Dead load (in) at 2.32 ft = -0.000 Live load (in) . at 2.32 ft = -0.000 Net Total load (in) at 2.32 ft = -0.000 Load Dist DL LL Red% Type 1 0.000 0.022 0.000 --- NonR 4.633 0.022 0.000 2 0.000 0.002 0.042 0.0% Red 4.633 0.002 0.042 3 0.000 0.018 0.000 --- NonR 4.633 0.:018 0.000 SHEAR: Max Va (DL+LL) = 7.93 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 3.3 0.4 Controlling DL+LL 3.3 0.4 REACTIONS (kips): PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/Q ft kip-ft 0.0 1.00 1.67 42.42 0.0 1.00 1.67 42.42 Floor Type: Level 3 Beam Number = 269 SPAN INFORMATION (ft): I-End (58.42,105.89) J-End (59.27,101.33) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (fl) = 4.63 Mp (kip-ft) = 70.83 POINT LOADS (kips): Dist DL RedLL. Red% NonRLL StorLL Red% RoofLL Red% PartL 0.417 0.00 0.00 0.0 8.50 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.10 0.10 7.83 0.86 7.93 0.96 at 2.32 ft = -0.000 at 1.99 ft = -0.005 at 1.99 ft = -0.005 LID = 11410 L/D = 10886 Floor Type: Level 3 Beam Number = 270 SPAN INFORMATION (ft): I-End (55.69,105.89) J-End (56.54,101.33) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 4.63 Mp (kip-ft) = 70.83 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 0.917 0.00 0.00 0.0 8.50 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.022 0.000 --- NonR 4.633 0.022 0.000 2 0.000 0.002 0.042 0.0% Red 4.633 0.002 0.042 3 0.000 0.018 0.000 --- NonR 4.633 0.018 0.000 SHEAR: Max Va (DL+LL) = 7.01 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 6.4 0.9 Controlling DL+LL 6.4 0.9 REACTIONS (kips): PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/0 ft kip-ft 0.0 1.00 1.67 42.42 0.0 1.00 1.67 42.42 DL reaction ,. Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.10 0.10 6.91 1.78 7.01 1.87 at 2.32 ft = -0.000 at 2.02 ft = -0.010 at 2.02 ft = -0.010 L/D = 5579 LID = 5451 Is Gravity Beam Design RAM Steel 15.11.00.26 RW TaIS5Wfl DataBase: SSELateral Model 11-1-18 OCBF 11/01/18 12:55:43 %113enttey-Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 271 SPAN INFORMATION (ft): I-End (52.64,105.89) J-End (53.49,101.33) Beam Size (User Selected) = W8X18 Total Beam Length (ft) = 4.63 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.022 0.000 --- NonR 4.633 0.022 0.000 2 0.000 0.002 0.042 0.0% Red 4.633 0.002 0.042 3 0.000 0.018 0.000 --- NonR 4.633 0.018 0.000 SHEAR: Max Va (DL+LL) = 0.19 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 0.2 2.3 Controlling DL+LL 0.2 2.3 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/cl ft kip-ft 0.0 1.00 1.67 42.42 0.0 1.00 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.10 0.10 0.10 0.10 0.19 0.19 at 2.32 ft = -0.000 at 2.32 ft = -0.000 at 2.32 ft = -0.000 Gravity Beam Design RAM Steel 15.11.00.26 RW Stmcw S1 Mm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 IBenttey Building Code: IBC Steel Code: AJSC 360-10 ASD Floor Type: Level 3 Beam Number = 272 SPAN INFORMATION (ft): I-End (19.84,101.33) J-End (20.64,105.89) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 4.63 Mp (kip-ft) = 70.83 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 3.709 0.00 0.00 0.0 8.50 0.00 9.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.020 0.000 --- NonR 4.625 0.020 0.000 2 0.000 0.002 0.040 0.0% Red 4.625 0.002 0.040 3 0.000 0.018 0.000 --- NonR 4.625 0.018 0.000 SHEAR: Max Va (DL+LL) = 7.00 kips Vn/150 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + 'DL+LL 6.4 3.7 Controlling DL+LL 6.4 3.7 REACTIONS (kips): PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/Q ft kip-ft 4.6 1.41 1.67 42.42 4.6 1.41 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.09 0.09 1.78 6.91 1.87 7.00 at 2.31 ft = -0.000 at 2.61 ft = -0.010 at 2.61 ft = -0.010 LID = 5597 LID = 5472 Gravity Beam Design RAM Steel 15 110026 RNSIrutwaISym DataBase: SSE Lateral Model 114-18 OCBF 11/01/1812:55:43 ieenttey Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 273 SPAN INFORMATION (It): I-End (17.10,101.33) J-End (17.91,105.89) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 4.63 Mp (kip-ft) = 70.83 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 4.209 0.00 0.00 0.0 8.50 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/It): PartL 0.000 0.000 0.000 0.000 0.000 0.000 Load Dist DL LL Red% Type 1 0.000 0.020 0.000 --- NonR 4.625 0.020 0.000 2 0.000 0.002 0.040 0.0% Red 4.625 0.002 0.040 3 0.000 0.018 0.000 --- NonR 4.625 0.018 0.000 SHEAR: Max Va (DL+LL) = 7.92 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft .ft Center Max + DL+LL 3.3 4.2 Controlling DL+LL 3.3 4.2 REACTIONS (kips): Lb Cb 0 Mn/Q ft kip-ft 4.6 1.48 1.67 42.42 4.6 1.48 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.09 0.09 :0.86 7.83 :095 7.92 at 2.31 ft = -0.000 at 2.64 ft = -0.005 at 2.64 ft = -0.005 L/D = 11459 L/D = 10948 Gravity Beam Design RAM Steel 15 110026 RAMS!nitmaISystm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/1812:55:43 iBenttey Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 274 SPAN INFORMATION (ft): I-End (14.06,101.33) J-End (14.86,105.89) Beam Size (User Selected) = W8X18 Total Beam Length (ft) = 4.63 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.020 0.000 --- NonR 4.625 0.020 0.000 2 0.000 0.002 0.040 0.0% Red 4.625 0.002 0.040 3 0.000 0.018 0.000 --- NonR 4.625 0.018 0.000 SHEAR: Max Va (DL+LL) = 0.18 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 0.2 2.3 Controlling DL+LL 0.2 2.3 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/0 ft kip-ft 4.6 1.14 1.67 42.42 4.6 1.14 1.67 42.42 DL reaction .Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.09 0.09 0.09 0.09 0.18 0.18 at 2.31 ft = -0.000 at 2.31 ft = -0.000 at 2.31 ft = -0.000 Gravity Beam Design RAM Steel 15.11.00.26 RM.IruclwaISplm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/1812:55:43 t531f3enttey-Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number 275 SPAN INFORMATION (ft): I-End (22.88,101.33) J-End (23.68,105.89) Beam Size (User Selected) = W8X18 Total Beam Length (ft) = 4.63 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.020 0.000 --- NonR 4.625 0.020 0.000 2 0.000 0.002 0.040 0.0% Red 4.625 0.002 0.040 3 0.000 0.018 0.000 --- NonR 4.625 0.018 0.000 SHEAR: Max Va (DL+LL) = 0.18 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 0.2 2.3 Controlling DL+LL 0.2 2.3 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/a ft kip-ft 4.6 1.14 1.67 42.42 4.6 1.14 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.09 0.09 0.09 0.09 0.18 0.18 at 2.31 ft = -0.000 at 2.31 ft = -0.000 at 2.31 ft = -0.000 Gravity Beam Design RAM Steel 15.11.00.26 RAMSIructwaISym DataBase: SSE Lateral Model 11-1-18 OCBF t-J IBennew Building Code: IBC Floor Type: Level 2 Beam Number = 1 SPAN INFORMATION (ft): I-End (71.02,41.83) J-End (76.33,41.83) 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Beam Size (User Selected) = W14X22 Total Beam Length (ft) = 5.31 Mp (kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.103 0.000 --- NonR 5.312 0.103 0.000 2 0.000 0.010 0.200 0.0% Red 5.312 0.010 0.200 3 0.000 0.026 0.000 --- NonR 5.312 0.026 0.000 4 0.000 0.003 0.051 0.0% Red 5.312 0.003 0.051 5 0.000 0.022 0.000 --- NonR 5.312 0.022 0.000 SHEAR: Max Va (DL+LL) = 1.10 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 1.5 2.7 Controlling DL+LL 1.5 2.7 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb Q Mn/1 ft kip-ft 0.0 1.00 1.67 82.83 0.0 1.00 1.67 82.83 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.44 0.44 0.67 0.67 1.10 1.10 at 2.66 ft = -0.001 at 2.66 ft = -0.001 at 2.66 ft = -0.001 L/D = 49521 Gravity Beam Design RAM Steel 15.11.00.26 RAM StmcluiaISym DataBase: SSE Lateral Model 11-1-18 OCBF %113enttey-Building Code: IBC Floor Type: Level 2 Beam Number =2 SPAN INFORMATION (ft): I-End (0.00,41.83) J-End (5.31,41.83) 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Beam Size (User Selected) = W14X22 Total Beam Length (ft) = 5.31 Mp (kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.103 0.000 --- NonR 5.312 0.103 0.000 2 0.000 0.010 0.200 0.0% Red 5.312 0.010 0.200 3 0.000 0.026 0.000 --- NonR 5.312 0.026 0.000 4 0.000 0.003 0.051 0.0% Red 5.312 0.003 0.051 5 0.000 0.022 0.000 --- NonR 5.312 0.022 0.000 SHEAR: Max Va (DL+LL) = 1.10 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 1.5 2.7 Controlling DL+LL 1.5 2.7 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb a Mn/Q ft kip-ft 0.0 1.00 1.67 82.83 0.0 1.00 1.67 82.83 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left. Right 0.44 0.44 0.67 0.67 1.10 1.10 at 2.66 ft = -0.001 at 2.66 ft = -0.001 at 2.66 ft = -0.001 L/D = 49522 Floor Type: Level 2 Beam Number = 3 SPAN INFORMATION (ft): I-End (0.00,113.17) J-End (5.31,113.17) Beam Size (User Selected) = W1 4X22 Total Beam Length (ft) = 5.31 Mp (kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.026 0.000 --- NonR 0.000 5.312 0.026 0.000 0.000 2 0.000 0.003 0.051 0.0% Red 0.000 5.312 0.003 0.051 0.000 3 0.000 0.103 0.000 --- NonR 0.000 5.312 0.103 0.000 0.000 4 0.000 0.010 0.200 0.0% Red 0.000 5.312 0.010 0.200 0.000 5 0.000 0.022 0.000 --- NonR 0.000 5.312 0.022 0.000 0.000 SHEAR: Max Va (DL+LL) = 1.10 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma @ Lb kip-ft ft ft Center Max+ DL+LL 1.5 2.7 0.0 1.00 1.67 Controlling DL+LL 1.5 2.7 0.0 1.00 1.67 REACTIONS (kips): Left Right DL reaction 0.44 0.44 Max +LL reaction 0.67 0.67 Max+total reaction 1.10 1.10 DEFLECTIONS: Dead load (in) at 2.66 ft = -0.001 Live load (in) at 2.66 ft = -0.001 Net Total load (in) at 2.66 ft = -0.001 L/D = 49522 Fy = 50.0 ksi Cb Mn/a kip-ft 82.83 82.83 Gravity Beam Design RAM Steel 15.11.00.26 fiRM SImcturaISym DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 %113enttey-Building Code: IBC Steel Code: AISC 360-10 ASD Gravity Beam Design RAM Steel 15.11.00.26 RAMStnicwaISptim DataBase: SSE Lateral Model 11-1-18 OCBF iBentIey. Building Code: IBC Floor Type: Level 2 Beam Number = 4 SPAN INFORMATION (It): I-End (71.02,113.17) J-End (76.33,113.17) 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Beam Size (User Selected) = W14X22 Total Beam Length (ft) = 5.31 Mp(kip-ft) = 13 8.3 3 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.026 0.000 --- NonR 5.312 0.026 0.000 2 0.000 0.003 0.051 0.0% Red 5.312 0.003 0.051 3 0.000 0.103 0.000 --- NonR 5.312 0.103 0.000 4 0.000 0.010 0.200 0.0% Red 5.312 0.010 0.200 5 0.000 0.022 0.000 --- NonR 5.312 0.022 0.000 SHEAR: Max Va (DL+LL) = 1.10 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 1.5 2.7 Controlling DL+LL 1.5 2.7 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb Mn/1. ft kip-ft 0.0 1.00 1.67 82.83 0.0 1.00 1.67 82.83 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in). Net Total load (in) Left Right 0.44 0.44 0.67 0.67 1.10 1.10 at 2.66 ft = -0.001 at 2.66 ft = -0.001 at 2.66 ft = -0.001 L/D = 49522 Gravity Beam Design RAM Steel 15.11.00.26 RAM StmctwaISyizm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 %J13enney-Building Code: IBC Steel Code: A1SC 360-10 ASD Floor Type: Level 2 Beam Number = 13 SPAN INFORMATION (ft): I-End (-0.00,45.83) Beam Size (User Selected) = W18X35 Total Beam Length (ft) = 29.15 Mp (kip-ft) = 277.08 POINT LOADS (kips): J-End (29.15,45.83) Fy = 50.0 ksi Dist DL RedLL Red% NonRLL StorLL 11.792 0.06 0.05 0.0 0.00 0.00 11.792 0.04 0.03 0.0 0.00 0.00 14.838 0.06 0.05 0.0 0.00 0.00 14.838 0.03 0.02 0.0 2.18 0.00 17.570 0.06 0.05 0.0 0.00 0.00 17.570 0.02 0.01 0.0 2.75 0.00 20.617 0.06 0.05 0.0 0.00 0.00 20.617 0.02 0.01 0.0 0.00 0.00 27.952 1.09 1.34 0.0 5.96 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% 1 0.000 0.085 0.000 11.212 0.085 0.000 2 0.000 0.008 0.164 0.0% 11.212 0.008 0.164 3 11.212 0.085 0.000 11.792 0.000 0.000 4 11.212 0.008 0.164 0.0% 11.792 0.000 0.000 5 11.792 0.085 0.000 14.258 0.085 0.000 6 11.792 0.008 0.164 0.0% 14.258 0.008 0.164 7 14.259 0.085 0.000 14.838 0.000 0.000 8 14.259 0.008 0.164 0.0% 14.838 0.000 0.000 9 14.839 0.085 0.000 16.990 0.085 0.000 10 14.839 0.008 0.164 0.0% 16.990 0.008 0.164 11 16.991 0.085 0.000 17.570 0.000 0.000 12 16.991 0.008 0.164 0.0% 17.570 0.000 0.000 13 17.571 0.085 0.000 20.036 0.085 0.000 14 17.571 0.008 0.164 0.0% Red% RoofLL Red% PartL 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Type PartL NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 • 0.000 Red 0.000 Gravity Beam Design RAM Steel 15.11.00.26 RMStmctwaISyitem DataBase: SSE Lateral Model 11-1-18 OCBF iBentLew Building Code: IBC Load Dist DL LL Red% Type PartL 20.036 0.008 0.164 0.000 15 20.037 0.085 0.000 --- NonR 0.000 20.616 0.000 0.000 0.000 16 20.037 0.008 0.164 0.0% Red 0.000 20.616 0.000 0.000 0.000 17 20.617 0.085 0.000 --- NonR 0.000 29.145 0.085 0.000 0.000 18 20.617 0.008 0.164 0.0% Red 0.000 29.145 0.008 0.164 0.000 19 27.952 0.001 0.000 --- NonR 0.000 27.996 0.025 0.000 0.000 20 27.952 0.000 0.000 0.0% Red 0.000 27.996 0.003 0.051 0.000 21 27.996 0.026 0.000 --- NonR 0.000 29.145 0.026 0.000 0.000 22 27.996 0.003 0.051 0.0% Red 0.000 29.145 0.003 0.051 0.000 23 0.000 0.103 0.000 --- NonR 0.000 5.312 0.103 0.000 0.000 24 0.000 0.010 0.200 0.0% Red 0.000 5.312 0.010 0.200 0.000 25 5.313 0.103 0.000 --- NonR 0.000 11.792 0.074 0.000 0.000 26 5.313 0.010 0.200 0.0% Red 0.000 11.792 0.007 0.142 0.000 27 11.792 0.000 0.000 --- NonR 0.000 12.279 0.071 0.000 0.000 28 11.792 0.000 0.000 0.0% Red 0.000 12.279 0.007 0.138 0.000 29 12.280 0.071 0.000 --- NonR 0.000 14.838 0.060 0.000 0.000 30 12.280 0.007 0.138 0.0% Red 0.000 14.838 0.006 0.116 0.000 31 14.839 0.000 0.000 --- NonR 0.000 15.233 0.058 0.000 0.000 32 14.839 0.000 0.000 0.0% Red 0.000 15.233 0.006 0.112 0.000 33 15.234 0.058 0.000 --- NonR 0.000 17.570 0.047 0.000 0.000 34 15.234 0.006 0.112 0.0% Red 0.000 17.570 0.005 0.092 0.000 35 17.571 0.000 0.000 --- NonR 0.000 17.883 0.046 0.000 0.000 36 17.571 0.000 0.000 0.0% Red 0.000 17.883 0.004 0.089 0.000 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD 11/01/18 12:55:43 Steel Code: ATSC 360-10 ASD PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/a ft kip-ft 0.0 1.00 1.67 165.92 0.0 1.00 1.67 165.92 Gravity Beam Design RAM Steel 15.11.00.26 RMSUucIwaI Spm DataBase: SSE Lateral Model 11-1-18 OCBF '!Bent1ey Building Code: IBC Load Dist DL LL Red% Type 37 17.884 0.046 0.000 --- NonR 20.616 0.033 0.000 38 17.884 0.004 0.089 0.0% Red 20.616 0.003 0.065 39 20.617 0.000 0.000 --- NonR 20.837 0.032 0.000 40 20.617 0.000 0.000 0.0% Red 20.837 0.003 0.063 41 20.838 0.032 0.000 --- NonR 27.951 0.000 0.000 42 20.838 0.003 0.063 0.0% Red 27.951 0.000 0.000 43 0.000 0.035 0.000 --- NonR 29.145 0.035 0.000 SHEAR: Max Va (DL+LL) = 16.99 kips Vn/1.50 = 106.20 kips MOMENTS: Span Cond LoadCombo Ma Center Max + DL+LL Controlling DL+LL REACTIONS (kips): kip-ft ft 88.7 14.8 88.7 14.8 Left Right 3.26 3.67 7.08 13.32 10.35 16.99 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) at 14.43 ft = -0.232 L/D = 1505 at 14.72 ft = -0.650 LID = 538 at 14.72 ft = -0.882 L/D = 396 Gravity Beam Design RAM Steel 15.11.00.26 RrutuialSystzm DataBase: SSE Lateral Model 11-1-18 OCBF I6enttey. Building Code: IBC Floor Type: Level 2 Beam Number = 14 SPAN INFORMATION (ft): IEnd (5.31,41.83) J-End (27.95,45.83) Beam Size (Optimum) = W16X26 Total Beam Length (ft) = 22.99 Mp(kip-ft) = 184.17 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL 7.074 0.04 0.03 0.0 0.00 0.00 0.0 0.00 10.074 0.03 0.02 0.0 6.32 0.00 0.0 0.00 12.765 0.02 0.01 0.0 5.75 0.00 0.0 0.00 15.765 0.02 0.01 0.0 0.00 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.102 0.000 --- NonR 0.000 6.579 0.073 0.000 0.000 2 0.000 0.010 0.197 0.0% Red 0.000 6.579 0.007 0.140 0.000 3 6.580 0.072 0.000 --- NonR 0.000 7.074 0.000 0.000 0.000 4 6.580 0.007 0.140 0.0% Red 0.000 7.074 0.000 0.000 0.000 5 7.075 0.070 0.000 --- NonR 0.000 9.672 0.059 0.000 0.000 6 7.075 0.;007 0.136 0.0% Red 0.000 9.672 0.006 0.114 0.000 7 9.673 0.:059 0.000 --- NonR 0.000 10.074 0.000 0.000 0.000 8 9.673 0.006 0.114 0.0% Red 0.000 10.074 0.000 0.000 0.000 9 10.075 0.057 0.000 --- NonR 0.000 12.446 0.047 0.000 0.000 10 10.075 0.006 0.110 0.0% Red 0.000 12.446 0.005 0.090 0.000 11 12.447 0.046 0.000 --- NonR 0.000 12.764 0.000 0.000 0.000 12 12.447 0.005 0.090 0.0% Red 0.000 12.764 0.000 0.000 0.000 13 12.765 0.045 0.000 --- NonR 0.000 15.540 0.033 0.000 0.000 14 12.765 0.004 0.087 0.0% Red 0.000 15.540 0.003 0.064 0.000 15 15.541 0.033 0.000 --- NonR 0.000 15.764 0.000 0.000 0.000 16 15.541 0.003 0.064 0.0% Red 0.000 15.764' 0.000 0.000 0.000 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Fy = 50.0 ksi Red% PartL 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/0 ft kip-ft 0.0 1.00 1.67 110.28 0.0 1.00 1.67 110.28 Gravity Beam Design RAM Steel 15.11.00.26 RAMSInituzaI$ptm DataBase: SSE Lateral Model 11-1-18 OCBF iBenttey Building Code: IBC Load Dist DL LL Red% Type 17 15.765 0.032 0.000 --- NonR 22.988 0.000 0.000 18 15.765 0.003 0.062 0.0% Red 22.988 0.000 0.000 19 0.000 0.026 0.000 --- NonR 22.943 0.026 0.000 20 0.000 0.003 0.051 0.0% Red 22.943 0.003 0.051 21 22.944 0.025 0.000 --- NonR 22.988 0.001 0.000 22 22.944 0.003 0.051 0.0% Red 22.988 0.000 0.000 23 0.000 0.026 0.000 --- NonR 22.988 0.026 0.000 SHEAR: Max Va (DL+LL) = 9.72 kips Vn/1.67 = 70.51 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 79.2 10.1 Controlling DL+LL 79.2 10.1 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 1.53 1.09 8.20 7.30 9.72 8.39 at 11.26 ft = -0.083 L/D = 3323 at 11.38 ft = -0.700 L/D = 394 at 11.38 ft = -0.783 L/D = 352 Gravity Beam Design RAM Steel 15.11.00.26 RAM SftuWiaISp.m DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 %113enftey-Building Code: IBC Steel Code: A1SC 360-10 ASD Floor Type: Level 2 Beam Number = 15 SPAN INFORMATION (ft): I-End (0.00,49.11) J-End (29.15,49.11) Beam Size (Optimum) = W21X44 Fy = 50.0 ksi Total Beam Length (ft) = 29.15 Mp (kip-ft) = 397.50 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 11.212 0.09 0.09 0.0 0.00 0.00 0.0 0.00 0.0 0.00 11.212 0.06 0.05 0.0 0.00 0.00 0.0 0.00 0.0 0.00 14.258 0.09 0.09 0.0 7.73 0.00 0.0 0.00 0.0 0.00 14.258 0.06 0.05 0.0 0.00 0.00 0.0 0.00 0.0 0.00 16.990 0.09 0.09 0.0 6.82 0.00 0.0 0.00 0.0 0.00 16.990 0.06 0.05 0.0 0.00 0.00 0.0 0.00 0.0 0.00 20.036 0.09 0.09 0.0 0.00 0.00 0.0 0.00 0.0 0.00 20.036 0.06 0.05 0.0 0.00 0.00 0.0 0.00 0.0 0.00. LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.118 0.000 --- NonR 0.000 10.408 0.118 0.000 0.000 2 0.000 0.011 0.228 0.0% Red 0.000 10.408 0.011 0.228 0.000 3 10.409 0.118 0.000 --- NonR . 0.000 11.212 0.000 0.000 0.000 4 10.409 0.011 0.228 0.0% Red 0.000 11.212 0.000 0.000 0.000 5 11.212 0.118 0.000 --- NonR 0.000 13.455 0.118 0.000 0.000 6 11.212 0.011 0.228 0.0% Red 0.000 13.455 0.011 0.228 0.000 7 13.455 0.118 0.000 --- NonR 0.000 14.258 0.000 0.000 0.000 8 13.455 0.011 0.228 0.0% Red 0.000 14.258 0.000 0.000 0.000 9 14.259 0.118 0.000 --- NonR 0.000 16.187 0.118 0.000 0.000 10 14.259 0.011 0.228 0.0% Red 0.000 16.187 0.011 0.228 0.000 11 16.187 0.118 0.000 --- NonR 0.000 16.990 0.000 0.000 0.000 12 16.187 0.011 0.228 0.0% Red 0.000 16.990 0.000 0.000 0.000 13 16.991 0.118 0.000 --- NonR 0.000 19.233 0.118 0.000 0.000 14 16.991 0.011 0.228 0.0% Red 0.000 19.233 0.011 0.228 0.000 Gravity Beam Design RAM Steel 15.11.00.26 Um ctw2m DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 'IBentLey, Building Code: IBC Steel Code: A1SC 360-10 ASD Load Dist DL LL Red% Type PartL 15 19.234 0.118 0.000 --- NonR 0.000 20.036 0.000 0.000 0.000 16 19.234 0.011 0.228 0.0% Red 0.000 20.036 0.000 0.000 0.000 17 20.037 0.118 0.000 --- NonR 0.000 29.145 0.118 0.000 0.000 18 20.037 0.011 0.228 0.0% Red 0.000 29.145 0.011 0.228 0.000 19 0.000 0.085 0.000 --- NonR 0.000 11.212 0.085 0.000 0.000 20 0.000 0.008 0.164 0.0% Red 0.000 11.212 0.008 0.164 0.000 21 11.212 0.000 0.000 --- NonR 0.000 11.792 0.085 0.000 0.000 22 11.212 0.000 0.000 0.0% Red 0.000 11.792 0.008 0.164 0.000 23 11.792 0.085 0.000 --- NonR 0.000 14.258 0.085 0.000 0.000 24 11.792 0.008 0.164 0.0% Red 0.000 14.258 0.008 0.164 0.000 25 14.259 0.000 0.000 --- NonR 0.000 14.838 0.085 0.000 0.000 26 14.259 0.000 0.000 0.0% Red 0.000 14.838 0.008 0.164 0.000 27 14.839 0.085 0.000 --- NonR 0.000 16.990 0.085 0.000 0.000 28 14.839 0.008 0.164 0.0% Red 0.000 16.990 0.008 0.164 0.000 29 16.991 0.000 0.000 --- NonR 0.000 17.570 0.085 0.000 0.000 30 16.991 0.000 0.000 0.0% Red 0.000 17.570 0.008 0.164 0.000 31 17.571 0.085 0.000 --- NonR 0.000 20.036 0.085 0.000 0.000 32 17.571 0.008 0.164 0.0% Red 0.000 20.036 0.008 0.164 0.000 33 20.037 0.000 0.000 --- NonR 0.000 20.616 0.085 0.000 0.000 34 20.037 0.000 0.000 0.0% Red 0.000 20.616 0.008 0.164 0.000 35 20.617 0.085 0.000 --- NonR 0.000 29.145 0.085 0.000 0.000 36 20.617 0.008 0.164 0.0% Red 0.000 29.145 0.008 0.164 0.000 37 0.000 0.044 0.000 --- NonR 0.000 Gravity Beam Design RAM Steel 15.11.00.26 RAM SInictutaISystim DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 iBent(ey, Building Code: IBC Steel Code: AJSC 360-10 ASD Load Dist DL LL Red% Type 29.145 0.044 0.000 SHEAR: Max Va (DL+LL) = 17.51 kips Vn/1.50 = 144.90 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 168.5 14.3 Controlling DL+LL 168.5 14.3 REACTIONS (kips): Left Right DL reaction 4.02 4.04 Max +LL reaction 12.51 13.47 Max +total reaction 16.52 17.51 DEFLECTIONS: Dead load (in) at 14.57 ft = -0.187 Live load (in) at 14.72 ft = -0.781 Net Total load (in) at 14.72 ft = -0.968 Lb Cb 0 Mn/0 ft kip-ft 0.0 1.00 1.67 238.02 0.0 1.00 1.67 238.02 LID= 1873 LID= 448 LID= 361 PartL 0.000 0.00 0.0 0.00 0.00 0.0 0.00 0.00 0.0 0.00 0.00 0.0 0.00 PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb a Mn/0 ft kip-ft 0.0 1.00 1.67 165.92 0.0 1.00 1.67 165.92 Gravity Beam Design risraR RAM Steel 15.11.00.26 ISym DataBase: SSE Lateral Model 11-1-18 OCBF %Ji3enttey-Building Code: IBC 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Floor Type: Level 2 Beam Number = 16 SPAN INFORMATION(ft): I-End (29.15,49.11) J-End (52.03,49.11) Beam Size (User Selected) = W18X35 Fy = 50.0 ksi Total Beam Length (ft) = 22.89 Mp (kip-ft) = 277.08 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 4.520 0.04 4.520 0.03 7.520 0.04 0.00 0.0 4.46 0.00 0.0 7.520 0.03 0.00 0.0 1.94 0.00 0.0 10.210 0.04 0.00 0.0 4.46 0.00 0.0 10.210 0.03 0.00 0.0 1.94 0.00 0.0 13.210 0.04 13.210 0.03 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.203 0.000 --- NonR 22.885 0.203 0.000 2 0.000 0.020 0.392 0.0% Red 22.885 0.020 0.392 3 0.000 0.035 0.000 --- NonR 22.885 0.035 0.000 SHEAR: Max Va (DL+LL) = 15.44 kips Vn/1.50 = 106.20 kips MOMENTS: Span Cond LoadCombo Ma Center Max + DL+LL Controlling DL+LL REACTIONS (kips): kip-ft ft 106.0 10.2 106.0 10.2 Left Right 3.12 3.06 12.32 9.44 15.44 12.50 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) at 11.44 ft = -0.114 L/D = 2402 at 11.10 ft = -0.506 L/D = 543 at 11.10 ft = -0.620 L/D = 443 Gravity Beam Design RAM Steel 15.11.00.26 RMSIrucIwaISm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 iBenttey Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 2 Beam Number = 17 SPAN INFORMATION (ft): I-End (52.03,49.11) J-End (76.33,49.11) Beam Size (Optimum) = W18X35 Fy = 50.0 ksi Total Beam Length (ft) = 24.30 Mp (kip-ft) = 277.08 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 4.263 0.09 0.09 0.0 0.00 0.00 0.0 0.00 0.0 0.00 4.263 0.06 0.05 0.0 0.00 0.00 0.0 0.00 0.0 0.00 7.310 0.09 0.09 0.0 6.82 0.00 0.0 0.00 0.0 0.00 7.310 0.06 0.05 0.0 0.00 0.00 0.0 0.00 0.0 0.00 10.041 0.09 0.09 0.0 7.73 0.00 0.0 0.00 0.0 0.00 10.041 0.06 0.05 0.0 0.00 0.00 0.0 0.00 0.0 0.00 13.088 0.09 0.09 0.0 0.00 0.00 0.0 0.00 0.0 0.00 13.088 0.06 0.05 0.0 0.00 0.00 0.0 0.00 0.0 0.00 20.427 3.40 5.20 0.0 0.72 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 20.427 0.000 0.000 --- NonR 0.000 21.268 0.043 0.000 0.000 2 20.427 0.000 0.000 0.0% Red 0.000 21.268 0.004 0.084 0.000 3 21.269 0.044 0.000 --- NonR 0.000 24.302 0.044 0.000 0.000 4 21.269 0.004 0.084 0.0% Red 0.000 24.302 0.004 0.084 0.000 5 0.000 0.118 0.000 --- NonR 0.000 4.263 0.118 0.000 0.000 6 0.000 0.011 0.228 0.0% Red 0.000 4.263 0.011 0.228 0.000 7 4.264 0.000 0.000 --- NonR 0.000 5.066 0.118 0.000 0.000 8 4.264 0.000 0.000 0.0% Red 0.000 5.066 0.011 0.228 0.000 9 5.067 0.118 0.000 --- NonR 0.000 7.309 0.118 0.000 0.000 10 5.067 0.011 0.228 0.0% Red 0.000 7.309 0.011 0.228 0.000 11 7.310 0.000 0.000 --- NonR 0.000 8.112 0.118 0.000 0.000 12 7.310 0.000 0.000 0.0% Red 0.000 8.112 0.011 0.228 0.000 13 8.113 0.118 0.000 --- NonR 0.000 10.041 0.118 0.000 0.000 14 8.113 0.011 0.228 0.0% Red 0.000 Gravity Beam Design RAM Steel 15.11.00.26 RAM$,mtwalSym DataBase: SSE Lateral Model 11-1-18 OCBF %ji3enney-Building Code: IBC Load Dist DL LL Red% Type PartL 10.041 0.011 0.228 0.000 15 10.042 0.000 0.000 --- NonR 0.000 10.844 0.118 0.000 0.000 16 10.042 0.000 0.000 0.0% Red 0.000 10.844 0.011 0.228 0.000 17 10.845 0.118 0.000 --- NonR 0.000 13.087 0.118 0.000 0.000 18 10.845 0.011 0.228 0.0% Red 0.000 13.087 0.011 0.228 0.000 19 13.088 0.000 0.000 --- NonR 0.000 13.891 0.118 0.000 0.000 20 13.088 0.000 0.000 0.0% Red 0.000 13.891 0.011 0.228 0.000 21 13.891 0.118 0.000 --- NonR 0.000 20.427 0.118 0.000 0.000 22 13.891 0.011 0.228 0.0% Red 0.000 20.427 0.011 0.228 0.000 23 0.000 0.085 0.000 --- NonR 0.000 3.683 0.085 0.000 0.000 24 0.000 0.008 0.164 0.0% Red 0.000 3.683 0.008 0.164 0.000 25 3.684 0.085 0.000 --- NonR 0.000 4.263 0.000 0.000 0.000 26 3.684 0.008 0.164 0.0% Red 0.000 4.263 0.000 0.000 0.000 27 4.264 0.085 0.000 --- NonR 0.000 6.729 0.085 0.000 0.000 28 4.264 0.008 0.164 0.0% Red 0.000 6.729 0.008 0.164 0.000 29 6.730 0.085 0.000 --- NonR 0.600 7.309 0.000 0.000 0.000 30 6.730 0.008 0.164 0.0% Red 0.000 7.309 0.000 0.000 0.000 31 7.310 0.085 0.000 --- NonR 0.000 9.461 0.085 0.000 0.000 32 7.310 0.008 0.164 0.0% Red 0.000 9.461 0.008 0.164 0.000 33 9.462 0.085 0.000 --- NonR 0.000 10.041 0.000 0.000 0.000 34 9.462 0.008 0.164 0.0% Red 0.000 10.041 0.000 0.000 0.000 35 10.042 0.085 0.000 --- NonR 0.000 12.507 0.085 0.000 0.000 36 10.042 0.008 0.164 0.0% Red 0.000 12.507 0.008 0.164 0.000 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Gravity Beam Design RAM Steel 15.11.00.26 uTMSy5tEm DataBase: SSE Lateral Model 11-1-18 OCBF SentLey Building Code: IBC 11/01/1812:55:43 Steel Code: AJSC 360-10 ASD Load Dist DL LL Red% Type PartL 37 12.508 0.085 0.000 --- NonR 0.000 13.087 0.000 0.000 0.000 38 12.508 0.008 0.164 0.0% Red 0.000 13.087 0.000 0.000 0.000 39 13.088 0.085 0.000 --- NonR 0.000 24.302 0.085 0.000 0.000 40 13.088 0.008 0.164 0.0% Red 0.000 24.302 0.008 0.164 0.000 41 0.000 0.035 0.000 --- NonR 0.000 24.302 0.035 0.000 0.000 SHEAR: Max Va (DL+LL) = 20.22 kips VnI1.50 = 106.20 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb 0 Mn/0 kip-ft ft ft kip-ft Center Max+ DL+LL 136.7 10.0 0.0 1.00 1.67 165.92 Controlling DL+LL 136.7 10.0 0.0 1.00 1.67 165.92 REACTIONS (kips): Left Right DL reaction 3.83 5.78 Max +LL reaction 14.96 14.44 Max +total reaction 18.79 20.22 DEFLECTIONS: Dead load (in) at 12.52 ft = -0.197 L/D = 1481 Live load (in) at 111.91 ft = -0.747 L/D = 391 Net Total load (in) at 11.91 ft = -0.943 L/D = 309 PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 92 Mn/0 ft kip-ft 0.0 1.00 1.67 165.92 0.0 1.00 1.67 165.92 Floor Type: Level 2 Beam Number = 19 SPAN INFORMATION (ft): I-End (29.15,45.83) J-End (52.03,45.83) Beam Size (User Selected) = W18X35 Fy = 50.0 ksi Total Beam Length (ft) = 22.89 Mp (kip-ft) = 277.08 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 4.520 0.03 7.520 0.03 0.00 0.0 6.56 0.00 0.0 10.210 0.03 0.00 0.0 6.56 0.00 0.0 13.210 0.03 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.085 0.000 --- NonR 22.885 0.085 0.000 2 0.000 0.008 0.164 0.0% Red 22.885 0.008 0.164 3 0.000 0.026 0.000 --- NonR 22.377 0.026 0.000 4 0.000 0.003 0.051 0.0% Red 22.377 0.003 0.051 5 22.378 0.026 0.000 --- NonR 22.885 0.000 0.000 6 22.378 0.003 0.051 0.0% Red 22.885 0.000 0.000 7 0.000 0.035 0.000 --- NonR 22.885 0.035 0.000 SHEAR: Max Va (DL+LL) = 12.37 kips Vnh1.50 = 106.20 kips MOMENTS: Span Cond LoadCombo Ma Center Max + DL+LL Controlling DL+LL REACTIONS (kips): kip-ft ft 89.0 10.2 89.0 10.2 Left Right 1.87 1.84 10.50 7.53 12.37 9.37 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) at 11.44 ft = -0.068 L/D = 4012 at 10.99 ft = -0.441 L/D = 623 at 10.99 ft = -0.509 L/D = 539 Gravity Beam Design RAM Steel 15.11.00.26 RM Sirn PSplm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 iBentteu Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 2 Beam Number =20 SPAN INFORMATION (ft): I-End (52.03,45.83) Beam Size (User Selected) = W18X35 Total Beam Length (ft) = 24.30 Mp (kip-ft) = 277.08 POINT LOADS (kips): J-End (76.33,45.83) Fy = 50.0 ksi Dist DL RedLL Red% NonRLL StorLL 3.683 0.06 0.05 0.0 0.00 0.00 3.683 0.02 0.01 0.0 0.00 0.00 6.730 0.06 0.05 0.0 0.00 0.00 6.730 0.02 0.01 0.0 2.54 0.00 9.461 0.06 0.05 0.0 0.00 0.00 9.461 0.03 0.02 0.0 2.05 0.00 12.508 0.06 0.05 0.0 0.00 0.00 12.508 0.04 0.03 0.0 0.00 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% 1 0.000 0.085 0.000 3.683 0.085 0.000 2 0.000 0.008 0.164 0.0% 3.683 0:008 0.164 3 3.684 0.000 '0.000 4.263 0.085 0.000 4 3.684 0.000 0.000 0.0% 4.263 0.008 0.164 5 4.264 0.085 0.000 6.729 0.085 0.000 6 4.264 0.008 0.164 0.0% 6.729 0.008 0.164 7 6.730 0.000 0.000 7.309 0.085 0.000 8 6.730 0000 0.000 0.0% 7.309 0.008 0.164 9 7.310 0.085 0.000 9.461 0.085 0.000 10 7.310 0.008 0.164 0.0% 9.461 0.008 0.164 11 9.462 0.000 0.000 10.041 0.085 0.000 12 9.462 0.000 0.000 0.0% 10.041 0.008 0.164 13 10.042 0.085 0.000 12.507 0.085 0.000 14 10.042 0.008 0.164 0.0% 12.507 0.008 0.164 Red% RoofLL Red% PartL 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Type PartL NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 Gravity Beam Design RAM Steel 15.11.00.26 RAMStiuturnISplm DataBase: SSE Lateral Model 11-1-18 OCBF iBenttey Building Code: IBC Load Dist DL LL Red% 15 12.508 0.000 0.000 13.087 0.085 0.000 16 12.508 0.000 0.000 0.0% 13.087 0.008 0.164 17 13.088 0.085 0.000 24.302 0.085 0.000 18 13.088 0.008 0.164 0.0% 24.302 0.008 0.164 19 0.000 0.017 0.000 3.462 0.032 0.000 20 0.000 0.002 0.032 0.0% 3.462 0.003 0.063 21 3.463 0.032 0.000 3.683 0.000 0.000 22 3.463 0.003 0.063 0.0% 3.683 0.000 0.000 23 3.684 0.033 0.000 6.416 0.046 0.000 24 3.684 0.003 0.065 0.0% 6.416 0.004 0.089 25 6.417 0.046 0.000 6.729 0.000 0.000 26 6.417 0.004 0.089 0.0% 6.729 0.000 0.000 27 6.730 0.047 0.000 9.066 0.058 0.000 28 6.730 0.005 0.092 0.0% 9.066 0.006 0.112 29 9.067 0.058 0.000 9.461 0.000 0.000 30 9.067 0.006 0.112 0.0% 9.461 0.000 0.000 31 9.462 0.060 0.000 12.020 0.071 0.000 32 9.462 0.006 0.116 0.0% 12.020 0.007 0.138 33 12.021 0.071 0.000 12.507 0.000 0.000 34 12.021 0.007 0.138 0.0% 12.507 0.000 0.000 35 12.508 0.074 0.000 18.989 0.103 0.000 36 12.508 0.007 0.142 0.0% 18.989 0.010 0.200 37 18.990 0.103 0.000 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Type PartL NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 Gravity Beam Design RAM Steel 15.11.00.26 a*z.isiructuualsym DataBase: SSE Lateral Model 11-1-18 OCBF !'IBentLey' Building Code: IBC 11/01/18 12:55:43 Steel Code: MSC 360-10 ASD Load Dist DL LL Red% Type PartL 24.302 0.103 0.000 0.000 38 18.990 0.010 0.200 0.0% Red 0.000 24.302 0.010 0.200 0.000 39 0.000 0.035 0.000 --- NonR 0.000 24.302 0.035 0.000 0.000 SHEAR: Max Va (DL+LL) = 8.73 kips Vn/1.50 = 106.20 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb 0 Mn / kip-ft ft ft kip-ft Center Max+ DL+LL 58.0 9.7 0.0 1.00 1.67 165.92 Controlling DL+LL 58.0 9.7 0.0 1.00 1.67 165.92 REACTIONS (kips): Left Right DL reaction 2.39 2.77 Max +LL reaction 6.34 5.51 Max +total reaction 8.73 8.28 DEFLECTIONS: Dead load (in) at 12.27 ft = -0.115 LID = 2540 Live load (in) at 11.91 ft = -0.293 L/D = 994 Net Total load (in) at 11.91 ft = -0.408 L/D = 715 Gravity Beam Design MW RAM Steel 15.11.00.26 RAMSkv1waISym DataBase: SSE Lateral Model 11-1-18 OCBF iBentter Building Code: IBC 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Floor Type: Level 2 Beam Number =24 SPAN INFORMATION (ft): I-End (47.19,105.89) J-End (76.33,105.89) Beam Size (Optimum) = W21X44 Fy = 50.0 ksi Total Beam Length (ft) = 29.15 Mp (kip-ft) = 397.50 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 9.107 0.06 0.05 0.0 0.00 0.00 0.0 0.00 0.0 0.00 9.107 0.09 0.09 0.0 0.00 0.00 0.0 0.00 0.0 0.00 12.153 0.06 0.05 0.0 0.00 0.00 0.0 0.00 0.0 0.00 12.153 0.09 0.09 0.0 7.73 0.00 0.0 0.00 0.0 0.00 14.885 0.06 0.05 0.0 0.00 0.00 0.0 0.00 0.0 0.00 14.885 0.09 0.09 0.0 6.82 0.00 0.0 0.00 0.0 0.00 17.932 0.06 0.05 0.0 0.00 0.00 0.0 0.00 0.0 0.00 17.932 0.09 0.09 0.0 0.00 0.00 0.0 0.00 0.0 0.00 25.271 4.12 6.29 0.0 0.86 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.085 0.000 --- NonR 0.000 9.107 0.085 0.000 0.000 2 0.000 0.008 0.164 0.0% Red 0.000 9.107 0.008 0.164 0.000 3 9.107 0.000 0.000 --- NonR 0.000 9.687 0.085 0.000 0.000 4 9.107 0.000 0.000 0.0% Red 0.000 9.687 0.008 0.164 0.000 5 9.688 0.085 0.000 --- NonR 0.000 12.153 0.085 0.000 0.000 6 9.688 0.008 0.164 0.0% Red 0.000 12.153 0.008 0.164 0.000 7 12.154 0.000 0.000 --- NonR 0.000 12.733 0.085 0.000 0.000 8 12.154 0.000 0.000 0.0% Red 0.000 12.733 0.008 0.164 0.000 9 12.734 0.085 0.000 --- NonR 0.000 14.885 0.085 0.000 0.000 10 12.734 0.008 0.164 0.0% Red 0.000 14.885 0.008 0.164 0.000 11 14.886 0.000 0.000 --- NonR 0.000 15.465 0.085 0.000 0.000 12 14.886 0.000 0.000 0.Q% Red 0.000 15.465 0.008 0.164 0.000 13 15.466 0.085 0.000 --- NonR 0.000 17.931 0.085 0.000 0.000 14 15.466 0.008 0.164 0.0% Red 0.000 Gravity Beam Design RAM Steel 15.11.00.26 DataBase: SSE Lateral Model 11-1-18 OCBF 'IBenttey Building Code: IBC 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Load Dist DL LL Red% Type PartL 17.931 0.008 0.164 0.000 15 17.932 0.000 0.000 --- NonR 0.000 18.511 0.085 0.000 0.000 16 17.932 0.000 0.000 0.0% Red 0.000 18.511 0.008 0.164 0.000 17 18.512 0.085 0.000 --- NonR 0.000 29.145 0.085 0.000 0.000 18 18.512 0.008 0.164 0.0% Red 0.000 29.145 0.008 0.164 0.000 19 25.271 0.000 0.000 --- NonR 0.000 26.112 0.043 0.000 0.000 20 25.271 0.000 0.000 0.0% Red 0.000 26.112 0.004 0.084 0.000 21 26.113 0.044 0.000 --- NonR 0.000 29.145 0.044 0.000 0.000 22 26.113 0.004 0.084 0.0% Red 0.000 29.145 0.004 0.084 0.000 23 0.000 0.118 0.000 --- NonR 0.000 8.303 0.118 0.000 0.000 24 0.000 0.011 0.228 0.0% Red 0.000 8.303 0.011 0.228 0.000 25 8.304 0.118 0.000 --- NonR 0.000 9.107 0.000 0.000 0.000 26 8.304 0.011 0.228 0.0% Red 0.000 9.107 0.000 0.000 0.000 27 9.107 0.118 0.000 --- NonR 0.000 11.350 0.118 0.000 0.000 28 9.107 0.011 0.228 0.0% Red 0.000 11.350 0.011 0.228 0.000 29 11.351 0.118 0.000 --- NonR 0.000 12.153 0.000 0.000 0.000 30 11.351 0.011 0.228 0.0% Red 0.000 12.153 0.000 0.000 0.000 31 12.154 0.118 0.000 --- NonR 0.000 14.082 0.118 0.000 0.000 32 12.154 0.011 0.228 0.0% Red 0.000 14.082 0.011 0.228 0.000 33 14.082 0.118 0.000 --- NonR 0.000 14.885 0.000 0.000 0.000 34 14.082 0.011 ' 0.228 0.0% Red 0.000 14.885 0.000 0.000 0.000 35 14.886 0.118 0.000 --- NonR 0.000 17.128 0.118 0.000 0.000 36 14.886 0.011 0.228 0.0% Red 0.000 17.128 0.011 0.228 0.000 Gravity Beam Design RAM Steel 15.11.00.26 RAMStmcluuaISym DataBase: SSE Lateral Model. 11-1-18 OCBF %J13enney-Building Code: IBC Load Dist DL LL Red% Type 37 17.129 0.118 0.000 --- NonR 17.931 0.000 0.000 38 17.129 0.011 0.228 0.0% Red 17.931 0.000 0.000 39 17.932 0.118 0.000 --- NonR 25.270 0.118 0.000 40 17.932 0.011 0.228 0.0% Red 25.270 0.011 0.228 41 0.000 0.044 0.000 --- NonR 29.145 0.044 0.000 SHEAR: Max Va (DL+LL) = 25.35 kips Vn/1.50 = 144.90 kips MOMENTS: Span Cond LoadCombo Ma Center Max + DL+LL Controlling DL+LL REACTIONS (kips): kip-ft ft 188.6 14.9 188.6 14.9 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb Q. Mn /a ft kip-ft 0.0 1.00 1.67 238.02 0.0 1.00 1.67 238.02 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 4.56 7.28 14.47 18.07 19.03 25.35 at 15.01 ft = -0.243 L/D = 1440 at 14.72 ft = -0.877 L/D = 399 at 14.72 ft = -1.119 L/D = 312 0.00 0.0 0.00 0.00 0.0 0.00 0.00 0.0 0.00 0.00. . 0.0 0.00 PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/a ft kip-ft 0.0 1.00 1.67 165.92 0.0 1.00 1.67 165.92 Floor Type: Level 2 Beam Number =25 SPAN INFORMATION (ft): I-End (24.30,105.89) J-End (47.19,105.89) Beam Size (User Selected) = WE18X35 Fy = 50.0 ksi Total Beam Length (ft) = 22.89 Mp (kip-ft) = 277.08 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 9.363 0.03 9.363 0.04 12.363 0.03 0.00 0.0 1.94 0.00 0.0 12.363 0.04 0.00 0.0 4.46 0.00 0.0 15.054 0.03 0.00 0.0 1.94 0.00 0.0 15.054 0.04 0.00 0.0 4.46 0.00 0.0 18.054 0.03 18.054 0.04 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.203 0.000 --- NonR 22.885 0:203 0.000 2 0.000 0.020 0.392 0.0% Red 22.885 0.020 0.392 3 0.000 0.035 0.000 --- NonR 22.885 0.035 0.000 SHEAR: Max Va (DL+LL) = 15.26 kips Vn/1.50 = 106.20 kips MOMENTS: Span Cond LoadCombo Ma Center Max + DL+LL Controlling DL+LL REACTIONS (kips): kip-ft ft 106.9 12.4 106.9 12.4 Left Right 3.06 3.11 :9.62 12.15 12.68 15.26 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) at 11.44 ft = -0.114 L/D = 2400 at 11.79 ft = -0.511 L/D = 537 at 11.79 ft = -0.625 L/D = 439 Gravity Beam Design RAM Steel 15.11.00.26 RAMSInituzaISyMm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 'Ieenney Building Code: 1BC Steel Code: AISC 360-10 ASD Floor Type: Level 2 Beam Number =26 SPAN INFORMATION (ft): I-End (0.00,105.89) J-End (24.30,105.89) Beam Size (Optimum) = W18X35 Fy = 50.0 ksi Total Beam Length (ft) = 24.30 Mp (kip-ft) = 277.08 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 11.212 0.06 0.05 0.0 0.00 0.00 0.0 0.00 0.0 0.00 11.212 0.09 0.09 0.0 0.00 0.00 0.0 0.00 0.0 0.00 14.258 0.06 0.05 0.0 0.00 0.00 0.0 0.00 0.0 0.00 14.258 0.09 0.09 0.0 7.73 0.00 0.0 0.00 0.0 0.00 16.990 0.06 0.05 0.0 0.00 0.00 0.0 0.00 0.0 0.00 16.990 0.09 0.09 0.0 6.82 0.00 0.0 0.00 0.0 0.00 20.036 0.06 0.05 0.0 0.00 0.00 0.0 0.00 0.0 0.00 20.036 0.09 0.09 0.0 0.00 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.085 0.000 --- NonR 0.000 11.212 0.085 0.000 0.000 2 0.000 0.008 0.164 0.0% Red 0.000 11.212 0.008 0.164 0.000 3 11.212 0.000 0.000 --- NonR 0.000 11.792 0.085 0.000 0.000 4 11.212 0.000 0.000 0.0% Red 0.000 11.792 0.008 0.164 0.000 5 11.792 0.085 0.000 --- NonR 0.000 14.258 0.085 0.000 0.000 6 11.792 0.008 0.164 0.0% Red 0.000 14.258 0.008 0.164 0.000 7 14.259 0.000 0.000 --- NonR 0.000 14.838 0.085 0.000 0.000 8 14.259 0.000 0.000 0.0% Red 0.000 14.838 0.008 0.164 0.000 9 14.839 0.085 0.000 --- NonR 0.000 16.990 0.085 0.000 0.000 110 14.839 0.008 0.164 0.0% Red 0.000 16.990 0.008 0.164 0.000 11 16.991 0.000 0.000 --- NonR 0.000 17.570 0.085 0.000 0.000 12 16.991 0.000 0.000 0.0% Red 0.000 17.570 0.008 0.164 0.000 13 17.571 0.085 0.000 --- NonR 0.000 20.036 0.085 0.000 0.000 14 17.571 0.008 0.164 0.0% Red 0.000 20.036 0.008 0.164 0.000 Gravity Beam Design RAM Steel 15.11.00.26 DataBase: SSE Lateral Model 11-1-18 OCBF iIBenttey Building Code: IBC Load Dist DL LL Red% Type PartL 15 20.037 0.000 0.000 --- NonR 0.000 20.616 0.085 0.000 0.000 16 20.037 0.000 0.000 0.0% Red 0.000 20.616 0.008 0.164 0.000 17 20.617 0.085 0.000 --- NonR 0.000 24.302 0.085 0.000 0.000 18 20.617 0.008 0.164 0.0% Red 0.000 24.302 0.008 0.164 0.000 19 0.000 0.118 0.000 --- NonR 0.000 10.408 0.118 0.000 0.000 20 0.000 0.011 0.228 0.0% Red 0.000 10.408 0.011 0.228 0.000 21 10.409 0.118 0.000 --- NonR 0.000 11.212 0.000 0.000 0.000 22 10.409 0.011 0.228 0.0% Red 0.000 11.212 0.000 0.000 0.000 23 11.212 0.118 0.000 --- NonR 0.000 13.455 0.118 0.000 0.000 24 11.212 0.011 0.228 0.0% Red 0.000 13.455 0.011 0.228 0.000 25 13.455 0.118 0.000 --- NonR 0.000 14.258 0.000 0.000 0.000. 26 13.455 0.011 0.228 0.0% Red 0.000 14.258 0.000 0.000 0.000 27 14.259 0.118 0.000 --- NonR 0.000 16.187 0.118 0.000 0.000 28 14.259 0.011 0.228 0.0% Red 0.000 16.187 0.011 0.228 0.000 29 16.187 0.118 0.000 --- NonR 0.000 16.990 0.000 0.000 0.000 30 16.187 0.011 0.228 0.0% Red 0.000 16.990 0.000 0.000 0.000 31 16.991 0.118 0.000 --- NonR 0.000 19.233 0.118 0.000 0.000 32 16.991 0.011 0.228 0.0% Red 0.000 19.233 0.011 0.228 0.000 33 . 19.234 0.118 0.000 --- NonR 0.000 20.036 0.000 0.000 0.000 34 19.234 0.011 0.228 0.0% Red 0.000 20.036 0.000 0.000 0.000 35 20.037 0.118 0.000 --- NonR 0.000 24.302 0.118 0.000 0.000 36 20.037 0.011 0.228 0.0% Red 0.000 24.302 0.011 0.228 0.000 37 0.000 0.035 0.000 --- NonR 0.000 11/01/18 12:55:43 Steel Code: ATSC 360-10 ASD Gravity Beam Design RAM Steel 15.11.00.26 MMShucturaISyzm DataBase: SSE Lateral Model 11-1-18 OCBF lBenttey. Building Code: IBC Load Dist DL LL Red% Type PartL 24.302 0.035 0.000 0.000 SHEAR: Max Va (DL+LL) = 17.38 kips Vn/1.50 = 106.20 kips MOMENTS: Span Cond LoadCombo Ma @ Lb kip-ft ft ft Center Max + DL+LL 122.6 14.3 0.0 Controlling DL+LL 122.6 14.3 0.0 REACTIONS (kips): Left Right DL reaction 3.23 3.31 Max +LL reaction 10.01 14.07 Max +total reaction 13.24 17.38 DEFLECTIONS: Dead load (in) at 12.15 ft = -0.145 Live load (in) at 12.64 ft = -0.658 Net Total load (in) at 12.64 ft = -0.802 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Cb 0 Mn/ kip-ft 1.00 1.67 165.92 1.00 1.67 165.92 L/D = 2016 L/D= 443 L/D= 364 Floor Type: Level 2 Beam Number =61 SPAN INFORMATION (ft): I-End (5.31,113.17) J-End (24.30,109.82) Beam Size (User Selected) = W16X26 Total Beam Length (ft) = 19.28 Mp(kip-ft) = 184.17 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL 7.074 0.04 0.03 0.0 0.00 0.00 0.0 0.00 10.074 0.03 0.02 0.0 6.32 0.00 0.0 0.00 12.765 0.02 0.01 0.0 5.75 0.00 0.0 0.00 15.765 0.02 0.01 0.0 0.00 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.026 0.000 --- NonR 0.000 19.282 0.026 0.000 0.000 2 0.000 0.003 0.051 0.0% Red 0.000 19.282 0.003 0.051 0.000 3 0.000 0.102 0.000 --- NonR 0.000 6.579 0.073 0.000 0.000 4 0.000 0.010 0.197 0.0% Red 0.000 6.579 0.007 0.140 0.000 5 6.580 0.072 0.000 --- NonR 0.000 7.074 0.000 0.000 0.000 6 6.580 0.007 0.140 0.0% Red 0.000 7.074 0.000 0.000 0.000 7 7.075 0.070 0.000 --- NonR 0.000 9.672 0.059 0.000 0.000 8 7.075 0.007 0.136 0.0% Red 0.000 9.672 0.006 0.114 0.000 9 9.673 0.059 0.000 --- NonR 0.000 10.074 0.000 0.000 0.000 10 9.673 0.006 0.114 0.0% Red 0.000 10.074 0.000 0.000 0.000 11 10.075 0.057 0.000 --- NonR 0.000 12.446 0.047 0.000 0.000 12 10.075 0.006 0.110 0.0% Red 0.000 12.446 0.005 0.090 0.000 13 12.447 0.046 0.000 --- NonR 0.000 12.764 0.000 0.000 0.000 14 12.447 0.005 0.090 0.0% Red 0.000 12.764 0.000 0.000 0.000 15 12.765 0.045 0.000 --- NonR 0.000 15.540 0.033 0.000 0.000 16 12.765 0.004 0.087 0.0% Red 0.000 15.540 0.003 0.064 0.000 Red% PartL 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Fy = 50.0 ksi LI Gravity Beam Design RAM Steel 15.11.00.26 RAMStniIwaISym DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 iBentIew Building Code: IBC Steel Code: AISC.360-10 ASD 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/0 ft kip-ft 0.0 1.00 1.67 110.28 0.0 1.00 1.67 110.28 Gravity Beam Design RAM Steel 15.11.00.26 RAM Swami Sy3bm DataBase: SSE Lateral Model 11-1-18 OCBF iBenttey, Building, Code: IBC Load Dist DL LL Red% Type 17 15.541 0.033 0.000 --- NonR 15.764 0.000 0.000 18 15.541 0.003 0.064 0.0% Red 15.764 0.000 0.000 19 15.765 0.032 0.000 --- NonR 19.282 0.016 0.000 20 15.765 0.003 0.062 0.0% Red 19.282 0.002 0.032 21 0.000 0.026 0.000 --- NonR 19.282 0.026 0.000 SHEAR: Max Va (DL±LL) = 9.48 kips Vn/1.67 = 70.51 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 63.4 10.1 Controlling DL+LL 63.4 10.1 REACTIONS (kips): Left Right DL reaction 1.34 1.04 Max +LL reaction 6.82 8.44 Max +total reaction 8.15 9.48 DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) at 9.54 ft = -0.045 L/D = 5198 at 9.93 ft = -0.392 L/D = 590 at 9.93 ft = -0.436 LID = 530 Gravity Beam Design RAM Steel 15.11.00.26 RNuMSystm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 !'IBenttey Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 2 1 Beam Number =62 SPAN INFORMATION (ft): I-End (47.19,109.17) J-End (76.33,109.17) Beam Size (User Selected) = W18X35 Fy = 50.0 ksi Total Beam Length (ft) = 29.15 Mp (kip-ft) = 277.08 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 1.194 1.09 1.33 0.0 5.24 0.00 0.0 0.00 0.0 0.00 9.687 0.02 0.01 0.0 0.00 0.00 0.0 0.00 0.0 0.00 9.687 0.06 0.05 0.0 0.00 0.00 0.0 0.00 0.0 0.00 12.733 0.03 0.02 0.0 2.33 0.00 0.0 0.00 0.0 0.00 12.733 0.06 0.05 0.0 0.00 0.00 0.0 0.00 0.0 0.00 15.465 0.04 0.03 0.0 1.88 0.00 0.0 0.00 0.0 0.00 15.465 0.06 0.05 0.0 0.00 0.00 0.0 0.00 0.0 0.00 18.512 0.05 0.04 0.0 0.00 0.00 0.0 0.00 0.0 0.00 18.512 0.06 0.05 0.0 0.00 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.026 0.000 --- NonR 0.000 1.149 0.026 0.000 0.000 2 0.000 0.003 0.051 0.0% Red 0.000 1.149 0.003 0.051 0.000 3 1.150 0.025 0.000 --- NonR 0.000 1.194 0.001 0.000 0.000 4 1.150 0.003 0.051 0.0% Red 0.000 1.194 0.000 0.000 0.000 5 1.194 0.000 0.000. --- NonR 0.000 9.687 0.039 0.000 0.000 6 1.194 0.000 0.000 0.0% Red 0.000 9.687 0.004 0.075 0.000 7 9.688 0.000 0.000 --- NonR 0.000 9.959 0.040 0.000 0.000 8 9.688 0.000 0.000 0.0% Red 0.000 9.959 0.004 0.077 0.000 9 9.960 0.040 0.000 --- NonR 0.000 12.733 0.053 0.000 0.000 10 9.960 0.004 0.077 0.0% Red 0.000 12.733 0.005 0.102 0.000 11 12.734 0.000 0.000 --- NonR 0.000 13.103 0.054 0.000 0.000 12 12.734 0.000 0.000 0.0% Red 0.000 13.103 0.005 0.105 0.000 13 13.104 0.054 0.000 --- NonR 0.000 15.465 0.065 0.000 0.000 14 13.104 0.005 0.105 0.0% Red 0.000 Gravity Beam Design RAM Steel 15.11.00.26 RW ialSy5tzm DataBase: SSE Lateral Model 11-1-18 OCBF iBentteu Building Code: IBC 11/01/18 12:55:43 Steel Code: ATSC 360-10 ASD Load Dist DL LL Red% Type PartL 15.465 0.006 0.126 0.000 15 15.466 0.000 0.000 --- NonR 0.000 15.923 0.067 0.000 0.000 16 15.466 0.000 0.000 0.0% Red 0.000 15.923 0.006 0.130 0.000 17 15.924 0.067 0.000 --- NonR 0.000 18.511 0.079 0.000 0.000 18 15.924 0.006 0.130 0.0% Red 0.000 18.511 0.008 0.153 0.000 19 18.512 0.000 0.000 --- NonR 0.000 19.067 0.081 0.000 0.000 20 18.512 0.000 0.000 0.0% Red 0.000 19.067 0.008 0.158 0.000 21 19.068 0.081 0.000 --- NonR 0.000 23.833 0.103 0.000 0.000 22 19.068 0.008 0.158 0.0% Red 0.000 23.833 0.010 0.200 0.000 23 23.834 0.103 0.000 --- NonR 0.000 29.145 0.103 0.000 0.000 24 23.834 0.010 0.200 0.0010 Red 0.000 29.145 0.010 0.200 0.000 25 0.000 0.085 0.000 --- NonR 0.000 9.107 0.085 0.000 0.000 26 0.000 0.008 0.164 0.0% Red 0.000 9.107 0.008 0.164 0.000 27 9.107 0.085 0.000 --- NonR 0.000 9.687 0.000 0.000 0.000 28 9.107 0.008 0.164 0.0% Red 0.000 9.687 0.000 0.000 0.000 29 9.688 0.085 0.000 --- NonR 0.000 12.153 0.085 0.000 0.000 30 9.688 0.008 0.164 0.0% Red 0.000 12.153 0.008 0.164 0.000 31 12.154 0.085 0.000 --- NonR 0.000 12.733 0.000 0.000 0.000 32 12.154 0.008 0.164 0.0% Red 0.000 12.733 0.000 0.000 0.000 33 12.734 0.085 0.000 --- NonR 0.000 14.885 0.085 0.000 0.000 34 12.734 0.008 0.164 0.0% Red 0.000 14.885 0.008 0.164 0.000 35 14.886 0.085 0.000 --- NonR 0.000 15.465 0.000 0.000 0.000 36 14.886 0.008 0.164 0.0% Red 0.000 15.465 0.000 0.000 0.000 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/f2 ft kip-ft 0.0 1.00 1.67 165.92 0.0 1.00 1.67 165.92 Gravity Beam Design IRM RAM Steel 15.11.00.26 RAM SIruclui.ISptm DataBase: SSE Lateral Model 11-1-18 OCBF iBenttey, Building Code: IBC Load Dist DL LL Red% Type 37 15.466 0.085 0.000 --- NonR 17.931 0.085 0.000 38 15.466 0.008 0.164 0.0% Red 17.931 0.008 0.164 39 17.932 0.085 0.000 --- NonR 18.511 0.000 0.000 40 17.932 0.008 0.164 0.0% Red 18.511 0.000 0.000 41 18.512 0.085 0.000 --- NonR 29.145 0.085 0.000 42 18.512 0.008 0.164 0.0% Red 29.145 0.008 0.164 43 0.000 0.035 0.000 --- NonR 29.145 0.035 0.000 SHEAR: Max Va (DL+LL) = 15.71 kips Vn/1.50 = 106.20 kips MOMENTS: Span Cond LoadCombo Ma Center Max + Controlling REACTIONS (kips): kip-ft ft DL+LL 84.0 14.6 DL+LL 84.0 14.6 Left Right 3.67 3.28 12.04 6.91 15.71 10.19 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) at 14.72 ft = -0.233 L/D = 1500 at 14.57 ft = -0.607 L/D = 576 at 14.57 ft = -0.840 L/D = 416 PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 'cl Mn/cl ft kip-ft 0.0 1.00 1.67 165.92 0.0 1.00 1.67 165.92 Floor Type: Level 2 Beam Number =63 SPAN INFORMATION (It): I-End (24.30,109.17) J-End (47.19,109.17) Beam Size (User Selected) = W18X35 Fy = 50.0 ksi Total Beam Length (fi) = 22.89 Mp (kip-ft) = 277.08 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 9.363 0.03 12.363 0.03 0.00 0.0 6.56 0.00 0.0 15.054 0.03 0.00 0.0 6.56 0.00 0.0 18.054 0.03 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.000 0.000 --- NonR 0.508 0.026 0.000 2 0.000 0.000 0.000 0.0% Red 0.508 0.003 0.051 3 0.509 0.026 0.000 --- NonR 22.885 0.026 0.000 4 0.509 0.003 0.051 0.0% Red 22.885 0.003 0.051 5 0.000 0.085 0.000 --- NonR 22.885 0.085 0.000 6 0.000 0.008 0.164 0.0% Red 22.885 0.008 0.164 7 0.000 0.035 0.000 --- NonR 22.885 0.035 0.000 SHEAR: Max Va (DL+LL) = 12.19 kips Vn/1.50 = 106.20 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft DL+LL 89.8 12.4 DL+LL 89.8 12.4 Center Max + Controlling REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in)' Net Total load (in) Left Right 1.84 1.87 7.71 10.32 9.55 12.19 at 11.44 ft = -0.068 LID = 4009 at 11.90 ft = -0.446 L/D = 615 at 11.90 ft = -0.515 L/D = 534 Floor Type: Level 2 Beam Number =64 SPAN INFORMATION (ft): I-End (48.38,109.17) Beam Size (Optimum) = W16X26 Total Beam Length (ft) = 2299 Mp (kip-ft) = 184.17 POINT LOADS (kips): Dist DL RedLL Red% NonB.LL StorLL 8.901 0.02 0.01 0.0 0.00 0.00 12.093 0.03 0.02 0.0 6.17 0.00 14.956 0.04 0.03 0.0 6.62 0.00 18.149 0.05 0.04 0.0 0.00 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% 1 0.000 0.001 0.000 0.044 0.025 0.000 2 0.000 0.000 0.000 0.0% 0.044 0.003 0.051 3 0.045 0.026 0.000 22.988 0.026 0.000 4 0.045 0.003 0.051 0.0% 22.988 0.003 0.051 5 0.000 0.000 0.000 8.624 0.038 0.000 6 0.000 0.000 0.000 0.0% 8.624 0.004 0.074 7 8.624 0.038 0.000 8.900 0.000 0.000 8 8.624 0.004 0.074 0.0% 8.900 0.000 0.000 9 8.901 0.039 0.000 11.717 0.052 0.000 10 8.901 0.004 0.076 0.0% 11.717 0.005 0.100 11 11.718 0.052 0.000 12.093 0.000 0.000 12 11.718 0.005 0.100 0.0% 12.093 0.000 0.000 13 12.094 0.053 0.000 14.491 0.064 0.000 14 12.094 0.005 0.103 0.0% 14.491 0.006 0.124 15 14.492 0.064 0.000 14.956 0.000 0.000 16 14.492 0.006 0.124 0.0% 14.956 0.000 0.000 J-End (71.02,113.17) Fy = 50.0 ksi Red% RoofLL 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Type PartL NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 Red% PartL 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Gravity Beam Design RAM Steel 15.11.00.26 RA Swami Syi,m DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 iBenttey Building Code: IBC Steel Code: AISC 360-10 ASD 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/a ft kip-ft 0.0 1.00 1.67 110.28 0.0 1.00 1.67 110.28 Gravity Beam Design RAM Steel 15.11.00.26 RAMSIructmaISystm DataBase: SSE Lateral Model 11-1-18 OCBF iBenttey Building Code: IBC Load Dist DL LL Red% Type 17 14.957 0.066 0.000 --- NonR 17.584 0.078 0.000 18 14.957 0.006 0.128 0.0% Red 17.584 0.008 0.150 19 17.585 0.078 0.000 --- NonR 18.149 0.000 0.000 20 17.585 0.008 0.150 0.0% Red 18.149 0.000 0.000 21 18.149 0.080 0.000 --- NonR 22.988 0.102 0.000 22 18.149 0.008 0.155 0.0% Red 22.988 0.010 0.197 23 0.000 0.026 0.000 --- NonR 22.988 0.026 0.000 SHEAR: Max Va (DL+LL) = 11.18 kips Vn/1.67 = 70.51 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 81.0 12.1 Controlling DL+LL 81.0 12.1 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 1.09 1.54 6.57 9.65 7.66 11.18 at 11.72 ft = -0.083 L/D = 3317 at 11.95 ft = -0.708 L/D = 390 at 11.95 ft = -0.791 L/D = 349 Gravity Beam Design RAM Steel 15.11.00.26 RnitutaISyzm DataBase: SSE Lateral Model 11-1-18 OCBF %113enttey-Building Code: IBC 11/01/1812:55:43 Steel Code: AISC 360-10 ASD Floor Type: Level 2 Beam Number =65 SPAN INFORMATION (ft): I-End (-0.00,109.17) J-End (24.30,109.17) Beam Size (User Selected) = W18X35 Fy = 50.0 ksi Total Beam Length (ft) = 24.30 Mp (kip-ft) = 277.08 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 11.792 0.04 0.03 0.0 0.00 0.00 0.0 0.00 0.0 0.00 11.792 0.06 0.05 0.0 0.00 0.00 0.0 0.00 0.0 0.00 14.838 0.03 0.02 0.0 2.18 0.00 0.0 0.00 0.0 0.00 14.838 0.06 0.05 0.0 0.00 0.00 0.0 0.00 0.0 0.00 17.570 0.02 0.01 0.0 2.75 0.00 0.0 0.00 0.0 0.00 17.570 0.06 0.05 0.0 0.00 0.00 0.0 0.00 0.0 0.00 20.617 0.02 0.01 0.0 0.00 0.00 0.0 0.00 0.0 0.00 20.617 0.06 0.05 0.0 0.00 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartU 1 0.000 0.103 0.000 --- NonR 0.000 5.312 0.103 0.000 0.000 2 0.000 0.010 0.200 0.0% Red 0.000 5.312 0.010 0.200 0.000 3 5.313 0.103 0.000 --- NonR 0.000 11.792 0.074 0.000 0.000 4 5.313 0.010 0.200 0.0% Red 0.000 11.792 0.007 0.142 0.000 5 11.792 0.000 0.000 --- NonR 0.000 12.279 0.071 0.000 0.000 6 11.792 0.000 0.000 0.0% Red 0.000 12.279 0.007 0.138 0.000 7 12.280 0.071 0.000 --- NonR 0.000 14.838 0.060 0.000 0.000 8 12.280 0.007 0.138 0.0% Red 0.000 14.838 0.006 0.116 0.000 9 14.839 0.000 0.000 --- NonR 0.000 15.233 0.058 0.000 0.000 10 14.839 0.000 0.000 0.0% Red 0.000 15.233 0.006 0.112 0.000 11 15.234 0.058 0.000 --- NonR 0.000 17.570 0.047 0.000 0.000 12 15.234 0.006 0.112 0.0% Red 0.000 17.570 0.005 0.092 0.000 13 17.571 0.000 0.000 --- NonR 0:000 17.883 0.046 0.000 0.000 14 17.571 0.000 0.000 0.0% Red 0.000 17.883 0.004 0.089 0.000 Gravity Beam Design RAM Steel 15.11.00.26 uaISy5tm DataBase: SSE Lateral Model 11-1-18 OCBF %J13enney-Building Code: IBC Load Dist DL LL Red% Type PartL 15 17.884 0.046 0.000 --- NonR 0.000 20.616 0.033 0.000 0.000 16 17.884 0.004 0.089 0.0% Red 0.000 20.616 0.003 0.065 0.000 17 20.617 0.000 0.000 --- NonR 0.000 20.837 0.032 0.000 0.000 18 20.617 0.000 0.000 0.0% Red 0.000 20.837 0.003 0.063 0.000 19 20.838 0.032 0.000 --- NonR 0.000 24.302 0.017 0.000 0.000 20 20.838 0.003 0.063 0.0% Red 0.000 24.302 0.002 0.032 0.000 21 0.000 0.085 0.000 --- NonR 0.000 11.212 0.085 0.000 0.000 22 0.000 0.008 0.164 0.0% Red 0.000 11.212 0.008 0.164 0.000 23 11.212 0.085 0.000 --- NonR 0.000 11.792 0.000 0.000 0.000 24 11.212 0.008 0.164 0.0% Red 0.000 11.792 0.000 0.000 0.000 25 11.792 0.085 0.000 --- NonR 0.000 14.258 0.085 0.000 0.000 26 11.792 0.008 0.164 0.0% Red 0.000 14.258 0.008 0.164 0.000 27 14.259 0.085 0.000 --- NonR 0.000 14.838 0.000 0.000 0.000 28 14.259 0.008 0.164 0.0% Red 0.000 14.838 0.000 0.000 0.000 29 14.839 0.085 0.000 --- NonR 0.000 16.990 0.085 0.000 0.000 30 14.839 0.008 0.164 0.0% Red 0.000 16.990 0.008 0.164 0.000 31 16.991 0.085 0.000 --- NonR 0.000 17.570 0.000 0.000 0.000 32 16.991 0.008 0.164 0.0% Red 0.000 17.570 0.000 0.000 0.000 33 17.571 0.085 0.000 --- NonR 0.000 20.036 0.085 0.000 0.000 34 17.571 0.008 0.164 0.0% Red 0.000 20.036 0.008 0.164 0.000 35 20.037 0.085 0.000 --- NonR 0.000 20.616 0.000 0.000 0.000 36 20.037 0.008 0.164 0.0% Red 0.000 20.616 0.000 0.000 0.000 37 20.617 0.085 0.000 --- NonR 0.000 11/01/18 12:55:43 Steel Code: A1SC 360-10 ASD Gravity Beam Design RAM Steel 15.11.00.26 PM Stmctwal Sy5tim DataBase: SSE Lateral Model 11-1-18 OCBF iBenttey Building Code: IBC Load Dist DL LL Red% Type 24.302 0.085 0.000 38 20.617 0.008 0.164 0.0% Red 24.302 0.008 0.164 39 0.000 0.035 0.000 --- NonR 24.302 0.035 0.000 SHEAR: Max Va (DL+LL) = 8.96 kips Vn/1.50 = 106.20 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 59.6 14.8 Controlling DL+LL 59.6 14.8 REACTIONS (kips): Left Right DL reaction 2.77 2.39 Max +LL reaction 5.62 6.57 Max +total reaction 8.38 8.96 DEFLECTIONS:, 11/01/18 12:55:43 Steel Code: AJSC 360-10 ASD PartL 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/0 ft kip-ft 0.0 1.00 1.67 165.92 0.0 1.00 1.67 165.92 L/D = 2540 LID= 962 L/D= 698 Dead load (in) at 12.03 ft = -0.115 Live load (in) at 12.39 ft = -0.303 Net Total load (in) at 12.39 ft = -0.418 Gravity Beam Design j RAM Steel 15 110026 RW IalSy3tem DataBase: SSE Lateral Model 11-1-18 OCBF %113enttey- Building Code: IBC 11/01/1812:55:43 Steel Code: AISC 360-10 ASD Floor Type: Level 2 Beam Number =66 SPAN INFORMATION (ft): I-End (20.04,49.11) J-End (20.62,45.83) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 3.34 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.015 0.000 --- NonR 0.000 3.340 0.015 0.000 0.000 2 0.000 0.001 0.029 0.0% Red 0.000 3.340 0.001 0.029 0.000 3 0.000 0.018 0.000 --- NonR 0.000 3.340 0.018 0.000 0.000 SHEAR: Max Va (DL+LL) = 0.10 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb 0 Mn / 0 kip-ft ft ft kip-ft Center Max + DL+LL 0.1 1.7 3.3 1.14 1.67 42.42 Controlling DL+LL 0.1 1.7 3.3 1.14 1.67 42.42 REACTIONS (kips): Left Right DL reaction 0.06 0.06 Max +LL reaction 0.05 0.05 Max +total reaction 0.10 0.10 DEFLECTIONS: Dead load (in) at 1.67 ft = -0.000 Live load (in) at 1.67 ft = -0.000 Net Total load (in) at 1.67 ft = -0.000 Gravity Beam Design RAM Steel 15.11.00.26 RW ISy5tDm DataBase: SSE Lateral Model 11-1-18 OCBF %113enttey-Building Code: IBC Floor Type: Level 2 Beam Number =67 SPAN INFORMATION (ft): I-End (20.62,45.83) J-End (20.84,44.57) 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Beam Size (User Selected) = W8X18 Total Beam Length (ft) = 1.27 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.006 0.000 --- NonR 1.273 0.006 0.000 2 0.000 0.001 0.011 0.0% Red 1.273 0.001 0.011 3 0.000 0.018 0.000 --- NonR 1.273 0.018 0.000 SHEAR: Max Va (DL+LL) = 0.02 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Controlling DL+LL 0.0 0.7 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb Mn /0 ft kip-ft 1.3 1.13 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.02 0.02 0.01 0.01 0.02 0.02 at 0.64 ft' = -0.000 at 0.57 ft = -0.000 at 0.57 ft = -0.000 Gravity Beam Design RAM Steel 15.11.00.26 RAMShuctwaISptm DataBase: SSE Lateral Model 11-1-18 OCBF IBentLeu Building Code: IBC Floor Type: Level 2 Beam Number =70 SPAN INFORMATION (ft): I-End (16.99,49.11) J-End (17.57,45.83) 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Beam Size (User Selected) = W8X18 Total Beam Length (ft) = 3.34 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.015 0.000 --- NonR 3.340 0.015 0.000 2 0.000 0.001 0.029 0.0% Red 3.340 0.001 0.029 3 0.000 0.018 0.000 --- NonR 3.340 0.018 0.000 SHEAR: Max Va (DL+LL) = 0.10 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 0.1 1.7 Controlling DL+LL 0.1 1.7 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/1) ft kip-ft 3.3 1.14 1.67 42.42 3.3 1.14 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.06 0.06 0.05 0.05 0.10 0.10 at 1.67 ft = -0.000 at 1.67 ft = -0.000 at 1.67 ft = -0.000 Floor Type: Level 2 Beam Number =71 SPAN INFORMATION (ft): I-End (17.57,45.83) J-End (17.88,44.05) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 1.80 Mp (kip-ft) = 70.83 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 1.219 0.00 0.00 0.0 8.50 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.008 0.000 --- NonR 1.802 0.008 0.000 2 0.000 0.001 0.016 0.0% Red 1.802 0.001 0.015 3 0.000 0.018 0.000 --- NonR 1.802 0.018 0.000 SHEAR: Max Va (DL+LL) = 5.79 kips Vin/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 3.4 1.2 Controlling DL+LL 3.4 1.2 REACTIONS (kips): PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/0 ft kip-ft 0.0 1.00 1.67 42.42 0.0 1.00 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.02 0.02 2.76 5.76 2.79 5.79 at 0.90 ft = -0.000 at 0.98 ft = -0.001 at 0.98 ft = -0.001 Floor Type: Level 2 Beam Number =78 SPAN INFORMATION (ft): I-End (33.67,45.83) J-End (33.67,49.11) Beam Size (User Selected) = W8X18 Total Beam Length (ft) = 3.29 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.018 0.000 --- NonR 0.000 3.289 0.018 0.000 0.000 SHEAR: Max Va (DL+LL) = 0.03 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma @ Lb kip-ft ft ft Controlling DL 0.0 1.7 3.3 REACTIONS (kips): I Fy = 50.0 ksi Cb 92 Mn/a kip-ft 1.14 1.67 42.42 Gravity Beam Design RAM Steel 15.11.00.26 RAM Sin ustmalSyMm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 %113entley-Building Code: IBC Steel Code: AISC 360-10 ASD Left Right DL reaction 0.03 0.03 Max +total reaction 0.03 0.03 DEFLECTIONS: Dead load (in) at 1.64 ft = -0.000 Live load (in) at 1.64 ft = -0.000 Net Total load (in) at 1.64 ft = -0.000 Gravity Beam Design VoM RAM Steel 15.11.00.26 RAM SttuluraISym DataBase: SSE Lateral Model 11-1-18 OCBF %113enttey-Building Code: IBC Floor Type: Level 2 Beam Number =80 SPAN INFORMATION (ft): I-End (36.67,45.83) J-End (36.67,49.11) Beam Size (User Selected) = W8X18 Total Beam Length (ft) = 3.29 Mp(kip-ft) = 70.83 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL 0.750 0.00 0.00 0.0 8.50 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.018 0.000 --- NonR 0.000 3.289 0.018 0.000 0.000 SHEAR: Max Va (DL+LL) = 6.59 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma @ Lb kip-ft ft ft Center Max + DL+LL 4.9 0.8 3.3 Controlling DL+LL 4.9 0.8 3.3 REACTIONS (kips): Left Right DL reaction 0.03 0.03 Max +LL reaction 6.56 1.94 Max +total reaction 6.59 1.97 DEFLECTIONS: Dead load (in) at 1.64 ft = -0.000 Live load (in) at 1.45 ft = -0.004 Net Total load (in) at 1.45 ft = -0.004 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Fy =50.0ksi Red% PartL 0.0 0.00 Cb 0 Mn/0 kip-ft 1.39 1.67 42.42 1.39 1.67 42.42 L/D = 10040 L/D = 9974 Gravity Beam Design RAM Steel 15.11.00.26 flMlSinictu,alSyifrm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 %18enttey-Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 2 Beam Number =83 SPAN INFORMATION (ft): I-End (39.36,45.83) J-End (39.36,49.11) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 3.29 Mp (kip-ft) = 70.83 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 0.750 0.00 0.00 0.0 8.50 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.018 0.000 --- NonR 3.289 0.018 0.000 SHEAR: Max Va (DL+LL) = 6.59 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 4.9 0.8 Controlling DL+LL 4.9 0.8 REACTIONS (kips): PartL 0.000 0.000 Lb Cb a Mn/0 ft kip-ft 3.3 1.39 1.67 42.42 3.3 1.39 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.03 0.03 6.56 1.94 6.59 1.97 at 1.64 ft = -0.000 at 1.45 ft = -0.004 at 1.45 ft = -0.004 L/D = 10040 L/D = 9974 Beam Size (User Selected) = W8X18 Total Beam Length (ft) = 3.29 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.018 0.000 --- NonR 3.289 0.018 0.000 SHEAR: Max Va (DL+LL) = 0.03 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Controlling DL 0.0 1.7 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 Lb Cb 0 Mn/0 ft kip-ft 3.3 1.14 1.67 42.42 Gravity Beam Design RAM Steel 15.11.00.26 ..Isy.tm DataBase: SSE Lateral Model 11-1-18 OCBF IBenttey' Building Code: 1BC Floor Type: Level 2 Beam Number =85 SPAN INFORMATION (ft): I-End (42.36,45.83) J-End (42.36,49.11) 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD DL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.03 0.03 0.03 0.03 at 1.64 ft = -0.000 at 1.64 ft = -0.000 at . 1.64 ft = -0.000 Gravity Beam Design RAM Steel 15.11.00.26 RM DataBase SSE Lateral Model ll-1-18OCBF %joenttey-Building Code: IBC 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Floor Type: Level 2 Beam Number =88 SPAN INFORMATION (ft): I-End (55.71,45.83) J-End (56.29,49.11) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 3.34 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.015 0.000 --- NonR 0.000 3.340 0.015 0.000 0.000 2 0.000 0.001 0.029 0.0% Red 0.000 3.340 0.001 0.029 0.000 3 0.000 0.018 0.000 --- NonR 0.000 3.340 0.018 0.000 0.000 SHEAR: Max Va (DL+LL) = 0.10 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb 0 Mn /Q kip-ft ft ft kip-ft Center Max+ DL+LL 0.1 1.7 3.3 1.14 1.67 42.42 Controlling DL+LL 0.1 1.7 3.3 1.14 1.67 42.42 REACTIONS (kips): Left Right DL reaction 0.06 0.06 Max +LL reaction 0.05 0.05 Max +total reaction 0.10 0.10 DEFLECTIONS: Dead load (in) at 1.67 ft = -0.000 Live load (in) at 1.67 ft = -0.000 Net Total load (in) at 1.67 ft = -0.000 Gravity Beam Design RAM Steel 15.11.00.26 RAMSlruturnISØzm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/1812:55:43 'IBenttey Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 2 Beam Number =92 SPAN INFORMATION (ft): I-End (58.76,45.83) J-End (59.34,49.11) Beam Size (User Selected) = W8X18 Total Beam Length (ft) = 3.34 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.015 0.000 --- NonR 3.340 0.015 0.000 2 0.000 0.001 0.029 0.0% Red 3.340 0.001 0.029 3 0.000 0.018 0.000 --- NonR 3.340 0.018 0.000 SHEAR: Max Va (DL+LL) = 0.10 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 0.1 1.7 Controlling DL+LL 0.1 1.7 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb Mn/Q ft kip-ft 3.3 1.14 1.67 42.42 3.3 1.14 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.06 0.06 0.05 0.05 0.10 0.10 at 1.67 ft = -0.000 at 1.67 ft = -0.000 at 1.67 ft = -0.000 Gravity Beam Design L1 RAM Steel 15.11.00.26 !uciuIam DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 lBentteY Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 2 Beam Number = 95 SPAN INFORMATION (It): I-End (61.49,45.83) J-End (62.07,49.11) Beam Size (User Selected) = W8X18 Total Beam Length (ft) = 3.34 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.015 0.000 --- NonR 3.340 0.015 0.000 2 0.000 0.001 0.029 0.0% Red 3.340 0.001 0.029 3 0.000 0.018 0.000 --- NonR 3.340 0.018 0.000 SHEAR: Max Va (DL+LL) = 0.10 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft t Center Max + DL+LL 0.1 1.7 Controlling DL+LL 0.1 1.7 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/0 ft kip-ft 0.0 1.00 1.67 42.42 0.0 1.00 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.06 0.06 0.05 0.05 0.10 0.10 at 1.67 ft = -0.000 at 1.67 ft = -0.000 at 1.67 ft = -0.000 Gravity Beam Design RAM Steel 15.11.00.26 RW !wai2m DataBase: SSE Lateral Model 11-1-18 OCBF %113enttey-Building Code: IBC 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Floor Type: Level 2 Beam Number =98 SPAN INFORMATION (ft): I-End (64.54,45.83) J-End (65.12,49.11) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 3.34 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.015 0.000 --- NonR 0.000 3.340 0.015 0.000 0.000 2 0.000 0.001 0.029 0.0% Red 0.000 3.340 0.001 0.029 0.000 3 0.000 0.018 0.000 --- NonR 0.000 3.340 0.018 0.000 0.000 SHEAR: Max Va (DL+LL) = 0.10 kips Vn/1.50 = 37.44 kips / MOMENTS: Span Cond LoadCombo Ma @ Lb Cb 0 Mn /0 kip-ft ft ft kip-ft Center Max+ DL+LL 0.1 1.7 0.0 1.00 1.67 42.42 Controlling DL+LL 0.1 1.7 0.0 1.00 1.67 42.42 REACTIONS (kips): Left Right DL reaction 0.06 0.06 Max +LL reaction 0.05 0.05 Max +total reaction 0.10 0.10 DEFLECTIONS: Dead load (in) at 1.67 ft = -0.000 Live load (in) at 1.67 ft = -0.000 Net Total load (in) at 1.67 ft = -0.000 PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/a ft kip-ft 0.0 1.00 1.67 42.42 0.0 1.00 1.67 42.42 Gravity Beam Design RAM Steel 15.11.00.26 RM1ShutwaISpbm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 %113enttey-Building Code: IBC Steel Code: A1SC 360-10 ASD Floor Type: Level 2 Beam Number = 100 SPAN INFORMATION (It): I-End (14.84,45.83) J-End (15.23,43.58) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 2.28 Mp (kip-ft) = 70.83 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 1.694 0.00 0.00 0.0 8.50 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.010 0.000 --- NonR 2.277 0.010 0.000 2 0.000 0.001 0.020 0.0% Red 2.277 0.001 0.019 3 0.000 0.018 0.000 --- NonR 2.277 0.018 0.000 SHEAR: Max Va (DL+LL) = 6.38 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 3.7 1.7 Controlling DL+LL 3.7 1.7 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.03 0.03 2.20 6.34 2.23 6.38 at 1.14 ft = -0.000-- at 1.26 ft = -0.001 at 1.26 ft = -0.001 L/D = 18970 L/D = 18844 Gravity Beam Design RAM Steel 15.11.00.26 RW SwclraSym DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 %113enttey-Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 2 Beam Number = 101 SPAN INFORMATION (ft): I-End (14.26,49.11) J-End (14.84,45.83) Beam Size (User Selected) = W8X18 Total Beam Length (ft) = 3.34 Mp(kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.015 0.000 --- NonR 3.340 0.015 0.000 2 0.000 0.001 0.029 0.0% Red 3.340 0.001 0.029 3 0.000 0.018 0.000 --- NonR 3.340 0.018 0.000 SHEAR: Max Va (DL+LL) = 0.10 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 0.1 1.7 Controlling DL+LL 0.1 1.7 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb Mn/0 ft kip-ft 3.3 1.14 1.67 42.42 3.3 1.14 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.06 0.06 0.05 0.05 0.10 0.10 at 1.67 ft = -0.000 at 1.67 ft = -0.000 at 1.67 ft = -0.000 Gravity Beam Design RAM Steel 15.11.00.26 RAM StrucluialSy.l.m DataBase: SSE Lateral Model 11-1-18 OCBF %113enttey-Building Code: IBC Floor Type: Level 2 Beam Number = 103 SPAN INFORMATION (ft): I-End (11.79,45.83) J-End (12.28,43.06) 11/01/18 12:55:43 Steel Code: ATSC 360-10 ASD Beam Size (User Selected) = W8X18 Total Beam Length (ft) = 2.81 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.013 0.000 --- NonR 2.806 0.012 0.000 2 0.000 0.001 0.025 0.0% Red 2.806 0.001 0.024 3 0.000 0.018 0.000 --- NonR 2.806 0.018 0.000 SHEAR: Max Va (DL+LL) = 0.08 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL 0.1 1.4 Controlling DL+LL 0.1 1.4 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/a ft kip-ft 0.0 1.00 1.67 42.42 0.0 1.00 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.04 0.04 0.03 0.03 0.08 0.08 at 1.40 ft = -0.000 at 1.40 ft = -0.000 at 1.40 ft = -0.000 Gravity Beam Design r4r. RAM Steel 15.11.00.26 NMStmcturnISystim DataBase: SSE Lateral Model 114-18 OCBF 11/01/18 12:55:43 %113enttey-Building Code: IBC Steel Code: AJSC 360-10 ASD Floor Type: Level 2 Beam Number = 104 SPAN INFORMATION (ft): I-End (11.21,49.11) J-End (11.79,45.83) Beam Size (User Selected) = W8X18 Total Beam Length (ft) = 3.34 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.015 0.000 --- NonR 3.340 0.015 0.000 2 0.000 0.001 0.029 0.0% Red 3.340 0.001 0.029 3 0.000 0.018 0.000 --- NonR 3.340 0.018 0.000 SHEAR: Max Va (DL+LL) = 0.10 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft t Center Max + DL+LL 0.1 1.7 Controlling DL+LL 0.1 1.7 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/a ft kip-ft 3.3 1.14 1.67 42.42 3.3 1.14 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.06 0.06 0.05 0.05 0.10 0.10 at 1.67 ft = -0.000 at 1.67 ft = -0.000 at 1.67 ft = -0.000 Gravity Beam Design RAM Steel 15.11.00.26 RAZISInzcWrnISpm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 iBenttey Building Code: IBC Steel Code: MSC 360-10 ASD Floor Type: Level 2 Beam Number = 109 SPAN INFORMATION (ft): I-End (20.04,105.89) J-End (20.62,109.17) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 3.34 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.015 0.000 --- NonR 0.000 3.340 0.015 0.000 0.000 2 0.000 0.001 0.029 0.0% Red 0.000 3.340 0.001 0.029 0.000 3 0.000 0.018 0.000 --- NonR 0.000 3.340 0.018 0.000 0.000 SHEAR: Max Va (DL+LL) = 0.10 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb K2 Mn / ) kip-ft ft ft kip-ft Center Max+ DL+LL 0.1 1.7 3.3 1.14 1.67 42.42 Controlling DL+LL 0.1 1.7 3.3 1.14 1.67 42.42 REACTIONS (kips): Left Right 0.06 0.06 0.05 0.05 0.10 0.10 at 1.67 ft = -0.000 at 1.67 ft = -0.000 at 1.67 ft = -0.000 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Gravity Beam Design RAM Steel 15.11.00.26 Strucluial DataBase: SSE Lateral Model 11-1-18 OCBF %Ji3enttey,Building Code: IBC 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Floor Type: Level 2 Beam Number = 110 SPAN INFORMATION (ft): I-End (20.62,109.17) J-End (20.84,110.43) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 1.27 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load. Dist DL LL Red% Type PartL 1 0.000 0.006 0.000 --- NonR 0.000 1.273 0.006 0.000 0.000 .2 0.000 0.001 0.011 0.0% Red 0.000 1.273 0.001 0.011 0.000 3 0.000 0.018 0.000 --- NonR 0.000 1.273 0.018 0.000 0.000 SHEAR: Max Va (DL+LL) = 0.02 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb 0 Mn / 2 kip-ft ft ft kip-ft Controlling DL+LL 0.0 0.7 1.3 1.13 1.67 42.42 REACTIONS (kips): Left Right DL reaction 0.02 0.02 Max +LL reaction 0.01 0.01 Max +total reaction 0.02 0.02 DEFLECTIONS: Dead load (in) at 0.64 ft = -0.000 Live load (in) at 0.57 ft = -0.000 Net Total load (in) at 0.57 ft = -0.000 1. Gravity Beam Design RAM Steel 15 110026 DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 %Jeenttew Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 2 Beam Number = 120 SPAN INFORMATION (ft): I-End (16.99,105.89) J-End (17.57,109.17) Beam Size (User Selected) = W8X18 Total Beam Length (ft) = 3.34 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.015 0.000 --- NonR 3.340 0.015 0.000 2 0.000 0.001 0.029 0.0% Red 3.340 0.001 0.029 3 0.000 0.018 0.000 --- NonR 3.340 0.018 0.000 SHEAR: Max Va (DL+LL) = 0.10 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 0.1 1.7 Controlling DL+LL 0.1 1.7 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/a ft kip-ft 0.0 1.00 1.67 42.42 0.0 1.00 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.06 0.06 0.05 0.05 0.10 0.10 at 1.67 ft = -0.000 at 1.67 ft = -0.000 at 1.67 ft = -0.000 Floor Type: Level 2 Beam Number = 121 SPAN INFORMATION (ft): I-End (17.57,109.17) J-End (17.88,110.95) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 1.80 Mp (kip-ft) = 70.83 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 1.219 0.00 0.00 0.0 8.50 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.008 0.000 --- NonR 1.802 0.008 0.000 2 0.000 0.001 0.016 0.0% Red 1.802 0.001 0.015 3 0.000 0.018 0.000 --- NonR 1.802 0.018 0.000 SHEAR: Max Va (DL+LL) = 5.79 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 3.4 1.2 Controlling DL+LL 3.4 1.2 REACTIONS (kips): PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/ca ft kip-ft 1.8 1.40 1.67 42.42 1.8 1.40 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.02 0.02 2.76 5.76 2.79 5.79 at 0.90 ft = -0.000 at 0.98 ft = -0.001 at 0.98 ft = -0.001 Gravity Beam Design - RAM Steel 15.11.00.26 RW t7m DataBase: SSE Lateral Model 11-1-18 OCBF 'IBentLey Building Code: IBC 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Floor Type: Level 2 Beam Number = 123 SPAN INFORMATION (ft): I-End (14.26,105.89) J-End (14.84,109.17) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 3.34 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.015 0.000 --- NonR 0.000 3.340 0.015 0.000 0.000 2 0.000 0.001 0.029 0.0% Red 0.000 3.340 0.001 0.029 0.000 3 0.000 0.018 0.000 --- NonR 0.000 3.340 0.018 0.000 0.000 SHEAR: Max Va (DL+LL) = 0.10 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb 0 Mn / kip-ft ft ft kip-ft Center Max+ DL+LL 0.1 1.7 3.3 1.14 1.67 42.42 Controlling DL+LL 0.1 1.7 3.3 1.14 1.67 42.42 REACTIONS (kips): Left Right DL reaction 0.06 0.06 Max +LL reaction 0.05 0.05 Max +total reaction 0.10 0.10 DEFLECTIONS: Dead load (in) at 1.67 ft = -0.000 Live load (in) at 1.67 ft = -0.000 Net Total load (in) at 1.67 ft = -0.000 Gravity Beam Design RAM Steel 15 110026 DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/1812:55:43 %J13enttey-Building Code: IBC Steel Code: ATSC 360-10 ASD Floor Type: Level 2 Beam Number = 124 SPAN INFORMATION (ft): I-End (14.84,109.17) J-End (15.23,111.42) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 2.28 Mp (kip-ft) = 70.83 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 1.694 0.00 0.00 0.0 8.50 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.010 0.000 --- NonR 2.277 0.010 0.000 2 0.000 0.001 0.020 0.0% Red 2.277 0.001 0.019 3 0.000 0.018 0.000 --- NonR 2.277 0.018 0.000 SHEAR: Max Va (DL+LL) = 6.38 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 3.7 1.7 Controlling DL+LL 3.7 1.7 REACTIONS (kips): PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/c2 ft kip-ft 0.0 1.00 1.67 42.42 0.0 1.00 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.03 0.03 2.20 6.34 2.23 6.38 at 1.14 ft = -0.000 at 1.26 ft = -0.001 at 1.26 ft = -0.001 L/D = 18970 L/D = 18843 Floor Type: Level 2 Beam Number = 126 SPAN INFORMATION (ft): I-End (11.21,105.89) J-End (11.79,109.17) Beam Size (User Selected) = W8X18 Total Beam Length (ft) = 3.34 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.015 0.000 --- NonR 3.340 0.015 0.000 2 0.000 0.001 0.029 0.0% Red 3.340 0.001 0.029 3 0.000 0.018 0.000 --- NonR 3.340 0.018 0.000 SHEAR: Max Va (DL+LL) = 0.10 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 0.1 1.7 Controlling DL+LL 0.1 1.7 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/0 A kip-ft 3.3 1.14 1.67 42.42 3.3 1.14 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.06 0.06 0.05 0.05 0.10 0.10 at 1.67 ft = -0.000 at 1.67 ft = -0.000 at 1.67 ft = -0.000 Beam Size (User Selected) = W8X18 Total Beam Length (ft) = 2.81 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.013 0.000 --- NonR 2.806 0.012 0.000 2 0.000 0.001 0.025 0.0% Red 2.806 0.001 0.024 3 0.000 0.018 0.000 --- NonR 2.806 0.018 0.000 SHEAR: Max Va (DL+LL) = 0.08 kips Vn/1.50 =3.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 0.1 1.4 Controlling DL+LL 0.1 1.4 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 MnI ft kip-ft 2.8 1.14 1.67 42.42 2.8 1.14 1.67 42.42 Gravity Beam Design RAM Steel 15.11.00.26 RNSkutmaISym DataBase: SSE Lateral Model 11-1-18 OCBF IBenttey Building Code: IBC Floor Type: Level 2 Beam Number = 127 SPAN INFORMATION (ft): I-End (11.79,109.17) J-End (12.28,111.94) 11/01/18 12:55:43 Steel Code: ATSC 360-10 ASD DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.04 0.04 0.03 0.03 0.08 0.08 at 1.40 ft = -0.000 at 1.40 ft = -0.000 at 1.40 ft = -0.000 Gravity Beam Design RAM Steel 15.11.00.26 RAMStnictwaISym DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 IBenttey, Building Code: IBC Steel Code: MSC 360-10 ASD Floor Type: Level 2 Beam Number = 129 SPAN INFORMATION (It): I-End (33.67,105.89) J-End (33.67,109.17) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 3.29 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.018 0.000 --- NonR 0.000 3.289 0.018 0.000 0.000 SHEAR: Max Va (DL+LL) = 0.03 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb 92 kip-ft ft ft Controlling DL 0.0 1.7 3.3 1.14 1.67 REACTIONS (kips): Left Right DL reaction 0.03 0.03 Max +total reaction 0.03 0.03 DEFLECTIONS: Dead load (in) at 1.64 ft = -0.000 Live load (in) at 1.64 ft = -0.000 Net Total load (in) at 1.64 ft = -0.000 ' Mn/a kip-ft 42.42 Gravity Beam Design RAM Steel 15.11.00.26 RN.1StmctwaISptm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 %jIf3enney-Building Code: IBC Steel Code: MSC 360-10 ASD Floor Type: Level 2 Beam Number = 131 SPAN INFORMATION (ft): I-End (36.67,105.89) J-End (36.67,109.17) Beam Size (User Selected) = W8X18 Total Beam Length (ft) = 3.29 Mp (kip-ft) = 70.83 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL 2.539 0.00 0.00 0.0 8.50 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.018 0.000 --- NonR 0.000 3.289 0.018 0.000 0.000 SHEAR: Max Va (DL+LL) = 6.59 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Center Max + DL+LL Controlling DL+LL REACTIONS (kips): Fy = 50.0 ksi Red% PartL 0.0 0.00 Cb 1.67 1.67 Mn/a kip-ft 42.42 42.42 kip-ft ft ft 4.9 2.5 3.3 1.39 4.9 2.5 3.3 1.39 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.03 0.03 1.94 6.56 1.97 6.59 at 1.64 ft = at 1.84 ft = at 1.84 ft = -0.000 -0.004 L/D = 10040 -0.004 L/D = 9974 Floor Type: Level 2 Beam Number = 133 SPAN INFORMATION (ft): I-End (39.36,105.89) J-End (39.36,109.17) Beam Size (User Selected) = W8X18 Total Beam Length (ft) = 3.29 Mp (kip-ft) = 70.83 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL 2.539 0.00 0.00 0.0 8.50 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.018 0.000 --- NonR 0.000 3.289 0.018 0.000 0.000 SHEAR: Max Va (DL+LL) = 6.59 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma @ Lb kip-ft ft ft Center Max + •DL+LL . 4.9 2.5 3.3 Controlling DL+LL 4.9 2.5 3.3 REACTIONS (kips): Left Right DL reaction 0.03 0.03 Max +LL reaction 1.94 6.56 Max +total reaction 1.97 6.59 DEFLECTIONS: Dead load (in) at 1.64 ft = -0.000 Live load (in) at 1.84 ft = -0.004 Net Total load (in) at 1.84 ft = -0.004 Fy = 50.0 ksi Red% PartL 0.0 0.00 Cb 0 Mn/0 kip-ft 1.39 1.67 42.42 1.39 1.67 42.42 LID = 10040 LID = 9974 Gravity Beam Design RAM Steel 15.11.00.26 RAMStmcUnaISystjm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 %113enttey-Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 2 Beam Number = 135 SPAN INFORMATION (ft): I-End (42.36,105.89) J-End (42.36,109.17) Beam Size (User Selected) = W8X18 Total Beam Length (ft) = 3.29 Mp (kip-ft) 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.018 0.000 --- NonR 0.000 3.289 0.018 0.000 0.000 SHEAR: Max Va (DL+LL) = 0.03 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma @ Lb kip-ft ft ft Controlling DL 0.0 1.7 3.3 1.14 1.67 REACTIONS (kips): Mn/Q kip-ft 42.42 Fy = 50.0 ksi Cb Gravity Beam Design RAM Steel 15.11.00.26 RMSUulurnI Sym DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 'IBenttey Building Code: IBC Steel Code: AISC 360-10 ASD DL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.03 0.03 :0.03 0.03 at 1.64 ft = -0.000 at 1.64 ft = -0.000 at 1.64 ft = -0.000 Floor Type: Level 2 Beam Number = 137 SPAN INFORMATION (ft): I-End (56.29,105.89) J-End (56.87,109.17) Beam Size (User Selected) = W8X18 Total Beam Length (ft) = 3.34 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.015 0.000 --- NonR 3.340 0.015 0.000 2 0.000 0.001 0.029 0.0% Red 3.340 0.001 0.029 3 0.000 0.018 0.000 --- NonR 3.340 0.018 0.000 SHEAR: Max Va (DL+LL) = 0.10 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 0.1 1.7 Controlling DL+LL 0.1 1.7 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/0 ft kip-ft 0.0 1.00 1.67 42.42 0.0 1.00 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.06 0.06 0.05 0.05 0.10 0.10 at 1.67 ft = -0.000 at 1.67 ft = -0.000 at 1.67 ft = -0.000 Gravity Beam Design RAM Steel 15.11.00.26 RW rm DataBase: SSELateral Model 11-1-18 OCBF 11/01/18 12:55:43 iBentLey Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 2 Beam Number = 138 SPAN INFORMATION (ft): I-End (56.87,109.17) J-End (57.15,110.72) Beam Size (User Selected) = W8X18 Total Beam Length (ft) = 1.57 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.007 0.000 --- NonR 1.569 0.007 0.000 2 0.000 0.001 0.013 0.0% Red 1.569 0.001 0.013 3 0.000 0.018 0.000 --- NonR 1.569 0.018 0.000 SHEAR: Max Va (DL+LL) = 0.03 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Controlling DL+LL 0.0 0.7 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/a ft kip-ft 1.6 1.12 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.02 0.02 0.01 0.01 0.03 0.03 at 0.78 ft = -0.000 at 0.78 ft = -0.000 at 0.78 ft = -0.000 Gravity Beam Design RAM Steel 15.11.00.26 RAMSIr.ct.iaIy.i.ni DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/1812:55:43 Benttey Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 2 Beam Number = 140 SPAN INFORMATION (ft): I-End (59.34,105.89) J-End (59.92,109.17) Beam Size (User Selected) = W8X18 Total Beam Length (ft) = 3.34 Mp (kip-ft) = '70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.015 0.000 --- NonR 3.340 0.015 0.000 2 0.000 0.001 0.029 0.0% Red 3.340 0.001 0.029 3 0.000 0.018 0.000 --- NonR 3.340 0.018 0.000 SHEAR: Max Va (DL+LL) = 0.10 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 0.1 1.7 Controlling DL+LL 0.1 1.7 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mnfl) ft kip-ft 0.0 1.00 1.67 42.42 0.0 1.00 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.06 0.06 0.05 0.05 0.10 0.10 at 1.67 ft = -0.000 at 1.67 ft = -0.000 at 1.67 ft = -0.000 Gravity Beam Design RAM Steel 15.11.00.26 flAMSlruclwalSy5tem DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 %jeenney-Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 2 Beam Number = 141 SPAN INFORMATION (ft): I-End (59.92,109.17) J-End (60.29,111.27) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 2.13 Mp (kip-ft) = 70.83 POINT LOADS (kips): Dist DL RedLL Red% Non1RLL StorLL Red% RoofLL Red% PartL 1.549 0.00 0.00 0.0 8.50 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.009 0.000 --- NonR 2.132 0.009 0.000 2 0.000 0.001 0.018 0.0% Red 2.132 0.001 0.018 3 0.000 0.018 0.000 --- NonR 2.132 0.018 0.000 SHEAR: Max Va (DL+LL) = 6.22 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 3.6 1.5 Controlling DL+LL 3.6 1.5 REACTIONS (kips): PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/a ft kip-ft 2.1 1.38 1.67 42.42 2.1 1.38 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.03 0.03 2.34 6.19 2.37 6.22 at 1.07 ft = -0.000 at 1.18 ft = -0.001 at 1.18 ft = -0.001 L/D = 20578 L/D = 20460 Gravity Beam Design RAM Steel 15.11.0.0.26 RAM Slructu!aISystDm DataBase: SSE Lateral Model 11-1-18 OCBF iBenlley Building Code: IBC Floor Type: Level 2 Beam Number = 143 SPAN INFORMATION (ft): I-End (62.07,105.89) J-End (62.65,109.17) 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Beam Size (User Selected) = W8X18 Total Beam Length (ft) = 3.34 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.015 0.000 --- NonR 3.340 0.015 0.000 2 0.000 0.001 0.029 0.0% Red 3.340 0.001 0.029 3 0.000 0.018 0.000 --- NonR 3.340 0.018 0.000 SHEAR: Max Va (DL+LL) = 0.10 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 0.1; 1.7 Controlling DL+LL 0.1 1.7 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb Q Mn/Q ft kip-ft 0.0 1.00 1.67 42.42 0.0 1.00 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.06 0.06 0.05 0.05 0.10 0.10 at 1.67 ft = -0.000 at 1.67 ft = -0.000 at 1.67 ft = -0.000 Gravity Beam Design RAM Steel 15.11.00.26 RMShutuIaISyem DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/1812:55:43 %113enttey-Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 2 Beam Number = 144 SPAN INFORMATION (It): I-End (62.65,109.17) J-End (63.11,111.77) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 2.64 Mp (kip-ft) = 70.83 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 2.054 0.00 0.00 0.0 8.50 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.011 0.000 --- NonR 2.637 0.012 0.000 2 0.000 0.001 0.022 0.0% Red 2.637 0.001 0.023 3 0.000 0.018 0.000 --- NonR 2.637 0.018 0.000 SHEAR: Max Va (DL+LL) = 6.69 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 3.9 2.1 Controlling DL+LL 3.9 2.1 REACTIONS (kips): PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/a ft kip-ft 2.6 1.39 1.67 42.42 2.6 1.39 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.04 0.04 1.91 6.65 1.95 6.69 at 1.32 ft = -0.000 at 1.48 ft = -0.002 at 1.48 ft = -0.002 L/D = 15917 LID = 15772 Center Max + DL+LL Controlling DL+LL REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) kip-ft ft 0.1 1.7 0.1 1.7 Left Right 0.06 0.06 0.05 0.05 0.10 0.10 at 1.67 ft = -0.000 at 1.67 ft = -0.000 at 1.67 ft = -0.000 Gravity Beam Design RAM Steel 15110026 MSIiutwaISym DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 'Isentiey, Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 2 Beam Number = 146 SPAN INFORMATION (ft): I-End (65.12,105.89) J-End (65.70,109.17) Beam Size (User Selected) = W8X18 Total Beam Length (ft) Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.015 0.000 --- NonR 3.340 0.015 0.000 2 0.000 0.001 0.029 0.0% Red 3.340 0.001 0.029 3 0.000 0.018 0.000 --- NonR 3.340 0.018 0.000 SHEAR: Max Va (DL+LL) = 0.10 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/0 ft kip-ft 0.0 1.00 1.67 42.42 0.0 1.00 1.67 42.42 PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb Il Mn/Il ft kip-ft 3.2 1.14 1.67 42.42 3.2 1.14 1.67 42.42 Gravity Beam Design VoM RAM Steel 15.11.00.26 RAM S!nictui.ISpWm DataBase: SSE Lateral Model 11-1-18 OCBF IBentteY Building Code: IBC Floor Type: Level 2 Beam Number = 147 SPAN INFORMATION (It): I-End (65.70,109.17) J-End (66.25,112.33) 11/01/18 12:55:43 Steel Code: ATSC 360-10 ASD Beam Size (User Selected) = W8X18 Total Beam Length (ft) = 3.20 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.014 0.000 --- NonR 3.200 0.014 0.000 2 0.000 0.001 0.027 0.0% Red 3.200 0.001 0.027 3 0.000 0.018 0.000 --- NonR 3.200 0.018 0.000 SHEAR: Max Va (DL+LL) = 0.10 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 0.1 1.6 Controlling DL+LL 0.1 1.6 REACTIONS (kips): Fy = 50.0 ksi DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.05 0.05 0.04 0.04 0.10 0.10 at 1.60 ft = -0.000 at 1.60 ft = -0.000 at 1.60 ft = -0.000 Floor Type: Level 2 Beam Number = 150 SPAN INFORMATION (ft): I-End (52.03,62.78) J-End (52.03,77.50) Beam Size (User Selected) = W18X35 Total Beam Length (ft) = 14.72 Mp (kip-ft) = 277.08 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL 4.508 4.66 7.18 9.6 0.00 0.00 0.0 0.00 4.508 3.18 5.16 9.6 0.00 0.00 0.0 0.00 9.017 5.16 8.12 9.6 0.00 0.00 0.0 0.00 9.017 3.57 5.84 9.6 0.00 0.00 0.0 0.00 Fy = 50.0 ksi Red% 0.0 0.0 0.0 0.0 PartL 0.00 0.00 0.00 0.00 Gravity Beam Design rw RAM Steel 15.11.00.26 PAM StrvtuiMSystEm DataBase: SSE Lateral Model 11-1-18 OCBF %113enttey.Building Code: IBC 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD LINE LOADS (k/ft): Load Dist DL IL Red% Type 1 0.000 0.035 0.000 --- NonR 14.718 0.035 0.000 SHEAR: Max Va (DL+LL) = 21.70 kips Vn/1.50 = 106.20 kips MOMENTS: Span Cond LoadCombo Ma Center Max + DL+LL Controlling DL+LL REACTIONS (kips): kip-ft ft 108.6 9.0 108.6 9.0 PartL 0.000 0.000 Lb Cb 0 Mn/a ft kip-ft 5.7 1.66 1.67 165.92 5.7 1.66 1.67 165.92 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 9.07 8.00 12.63 11.15 21.70 19.15 at 7.36 ft = -0.114 L/D = 1544 at 7.36 ft = -0.161 L/D = 1099 at 7.36 ft = -0.275 L/D = 642 Gravity Beam Design RAM Steel 15.11.00.26 MSuuctutalSptum DataBase: SSE Lateral Model 11-1-18 OCBF 'I9enttey' Building Code: IBC Floor Type: Level 2 Beam Number = 151 SPAN INFORMATION (ft): I-End (52.03,45.18) J-End (52.03,62.78) Beam Size (Optimum) = W18X35 Total Beam Length (ft) = 17.60 Cantilever on left (ft) = 3.93 Mp (kip-ft) = 277.08 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL 0.000 1.00 1.33 0.0 7.31 0.00 0.0 0.00 0.644 2.39 3.25 0.0 3.09 0.00 0.0 0.00 0.644 1.84 2.45 0.0 5.08 0.00 0.0 0.00 8.488 2.95 4.65 0.0 1.37 0.00 0.0 0.00 8.488 3.32 5.21 0.0 3.13 0.00 0.0 0.00 13.044 2.86 4.65 0.0 0.00 0.00 0.0 0.00 13.044 3.21 5.21 0.0 0.00 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.026 0.000 --- NonR 0.000 0.135 0.026 0.000 0.000 2 0.000 0.003 0.051 0.0% Red 0.000 0.135 0.003 0.051 0.000 3 0.136 0.026 0.000 --- NonR 0.000 0.643 0.000 0.000 0.000 4 0.136 0.003 0.051 0.0% Red 0.000 0.643 0.000 0.000 0.000 5 0.000 0.035 0.000 --- NonR 0.000 3.932 0.035 0.000 0.000 6 3.933 0.035 0.000 --- NonR 0.000 17.599 0.035 0.000 0.000 SHEAR: Max Va (DL+LL) = 27.91 kips Vn/1.50 = 106.20 kips MOMENTS: Span Cond LoadCombo Ma @ Lb kip-ft ft ft Left Max - DL+LL -97.9 3.9 3.3 Center Max + DL+LL 75.5 8.5 4.6 Max - DL+LL -97.8 3.9 4.6 Controlling DL+LL -97.9 3.9 4.6 REACTIONS (kips): Left Right DL reaction 13.15 5.05 Max +LL reaction 41.23 11.37 Max -LL reaction 0.00 -5.83 Max +total reaction 54.38 16.41 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Fy = 50.0 ksi Red% PartL 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Cb 0 Mn/0 kip-ft 1.00 1.67 165.92 1.00 1.67 164.69 1.34 1.67 165.92 1.34 1.67 165.92 Gravity Beam Design RAM Steel 15.11.00.26 MS1ru0wISy5um DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 %Ji3enttey-Building Code: IBC Steel Code: AJSC 360-10 ASD Max -total reaction DEFLECTIONS: Left cantilever: Dead load (in) Pos Live load (in) Neg Live load (in) Pos Total load (in) Neg Total load (in) Center span: Dead load (in). Live load (in) Net Total load (in) Left Right 13.15 -0.78 = 0.013 LID = 7537 = -0.212 LID = 445 = 0.118 L/D = 800 = -0.200 LID = 473 = 0.130 L/D = 724 at 10.83 ft = -0.042 at 10.83 ft = -0.128 at 10.83 ft = -0.171 L/D = 3861 L/D = 1279 LID= 961 Gravity Beam Design r.j RAM Steel 15.11.00.26 RAMSQulu;MSytzm DataBase: SSE Lateral Model ll-1-18OCBF 11/01/18 12:55:43 jjBenttey Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 2 Beam Number = 152 SPAN INFORMATION (ft): I-End (38.17,77.50) J-End (52.03,77.50) Beam Size (Optimum) = W16X26 Fy = 50.0 ksi Total Beam Length (ft) = 13.86 Mp(kip-ft) = 184.17 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 9.021 8.85 13.42 2.4 0.00 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.295 0.000 --- NonR 13.864 0.295 0.000 2 0.000 0.029 0.570 2.4% Red 13.864 0.029 0.570 3 0.000 0.026 0.000 --- NonR 13.864 0.026 0.000 SHEAR: Max Va (DL+LL) = 20.57 kips Vn/1.67 = 70.51 kips MOMENTS: Span Cond LoadCombo Ma Center Max + DL+LL Controlling DL+LL REACTIONS (kips): kip-'ft ft 89.0 9.0 89.0 9.0 PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/2 ft kip-ft 0.0 1.00 1.67 110.28 0.0 1.00 1.67 110.28 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 5.51 8.18 8.44 12.39 13.95 20.57 at 7.35 ft = -0.119 LID = 1396 at 7.35 ft = -0.180 L/D = 923 at 7.35 ft = -0.299 L/D = 556 Floor Type: Level 2 Beam Number = 153 SPAN INFORMATION (ft): I-End (24.30,77.50) J-End (38.17,77.50) Beam Size (Optimum) = W18X35 Total Beam Length (ft) = 13.86 Mp (kip-ft) = 277.08 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL 4.844 6.90 10.60 21.4 0.00 0.00 0.0 0.00 4.844 13.06 20.65 21.4 0.00 0.00 0.0 0.00 Fy = 50.0 ksi Red% PartL 0.0 0.00 0.0 0.00 PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/c) ft kip-ft 0.0 1.00 1.67 165.92 0.0 1.00 1.67 165.92 Gravity Beam Design RAM Steel 15.11.00.26 DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 118enftey Building Code: IBC Steel Code: ATSC 360-10 ASD LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.295 0.000 --- NonR 13.864 0.295 0.000 2 0.000 0.029 0.570 21.4% Red 13.864 0.029 0.570 3 0.000 0.035 0.000 --- NonR 13.864 0.035 0.000 SHEAR: Max Va (DL+LL) = 34.55 kips Vn/1.50 = 106.20 kips MOMENTS: Span Cond LoadCombo Ma Center Max + DL+LL Controlling DL+LL REACTIONS (kips): kip-ft ft 157.9 4.8 157.9 4.8 Left Right 15.47 9.46 19.09 11.69 34.55 21.14 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) at 6.45 ft = -0.135 LID = 1236 at 6.45 ft = -0.166 LID = 1002 at 6.45 ft = -0.301 L/D = 554 Floor Type: Level 2 Beam Number = 154 SPAN INFORMATION (ft): I-End (52.03,45.18) Beam Size (Optimum) = W14X22 Total Beam Length (It) = 19.28 Mp(kip-ft) = 138.33 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL 3.516 0.02 0.01 0.0 0.00 0.00 6.516 0.02 0.01 0.0 5.96 0.00 9.206 0.03 0.02 0.0 6.45 0.00 12.206 0.04 0.03 0.0 0.00 0.00 LINE LOADS (k/It): Load Dist DL LL Red% 1 0.000 0.016 0.000 3.515 0.032 0.000 2 0.000 0.002 0.032 0.0% 3.515 0.003 0.062 3 3.516 0.000 0.000 3.740 0.033 0.000 4 3.516 0.000 0.000 0.0% 3.740 0.003 0.064 5 3.741 0.033 0.000 6.515 0.045 0.000 6 3.741 0.003 0.064 0.0% 6.515 0.004 0.087 7 6.516 0.000 0.000 6.833 0.046 0.000 8 6.516 0.000 0.000 0.0% 6.833 0.005 0.090 9 6.834 0.047 0.000 9.206 0.057 0.000 10 6.834 0.005 0.090 0.0% 9.206 0.006 0.110 11 9.206 0.000 0.000 9.607 0.059 0.000 12 9.206 0.000 0.000 0.0% 9.607 0.006 0.114 13 9.608 0.059 0.000 12.206 0.070 0.000 14 9.608 0.006 0.114 0.0% 12.206 0.007 0.136 15 12.206 0.000 0.000 12.700 0.072 0.000 16 12.206 0.000 0.000 0.0% 12.700 0.007 0.140 J-End (71.02,41.83) Fy = 50.0 ksi Red% RoofLL Red% PartL 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Type PartL NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 .0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 Gravity Beam Design ______ RAM Steel 15.11.00.26 RNI3I,u1waISym DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 iBentLey Building Code: IBC Steel Code: AISC 360-10 ASD Gravity Beam Design 21 RAM Steel 15 110026 DataBase: SSE Lateral Model ll-1-18OCBF n-J113enney- Building Code: IBC 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Load Dist DL LL Red% Type PartL 17 12.701 0.073 0.000 --- NonR 0.000 19.282 0.102 0.000 0.000 18 12.701 0.007 0.140 0.0% Red 0.000 19.282 0.010 0.197 0.000 19 0.000 0.026 0.000 --- NonR 0.000 19.282 0.026 0.000 0.000 20 0.000 0.003 0.051 0.0% Red 0.000 19.282 0.003 0.051 0.000 21 0.000 0.022 0.000 --- NonR 0.000 19.282 0.022 0.000 0.000 SHEAR: Max Va (DL+LL) = 9.64 kips Vn/1.50 = 63.02 kips MOMENTS: - Span Cond LoadCombo Ma @ Lb Cb 0 Mn /0 kip-ft ft ft kip-ft Center Max + DL+LL 64.5 9.2 0.0 1.00 1.67 82.83 Controlling DL+LL 64.5 9.2 0.0 1.00 1.67 82.83 REACTIONS (kips): Left Right DL reaction 1.00 1.30 Max +LL reaction 8.64 6.95 Max +total reaction 9.64 8.24 DEFLECTIONS: Dead load (in) at 9.74 ft = -0.065 LID = 3552 Live load (in) at 9.35 ft = -0.606 L/D = 382 Net Total load (in) at 9.35 ft = -0.671 L/D = 345 / Gravity Beam Design RAM Steel 15.11.00.26 RAMStnIctuIaISy3tm DataBase: SSE Lateral Model 11-1-18 OCBF 113ent1eu Building Code: IBC 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Floor Type: Level 2 Beam Number = 155 SPAN INFORMATION (ft): I-End (64.05,43.06) J-End (64.54,45.83) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 2.81 Mp (kip-ft) = 70.83 LINE LOADS (k/It): Load Dist DL LL Red% Type PartL 1 0.000 0.012 0.000 --- NonR 0.000 2.805 0.013 0.000 0.000 2 0.000 0.001 0.024 0.0% Red 0.000 2.805 0.001 0.025 0.000 3 0.000 0.018 0.000 --- NonR 0.000 2.805 0.018 0.000 0.000 SHEAR: Max Va (DL+LL) = 0.08 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft t Center Max + DL 0.1 1.4 Controlling DL+LL 0.1 1.4 REACTIONS (kips): Lb Cb 0 Mn/a ft kip-ft 0.0 1.00 1.67 .42.42 0.0 1.00 1.67 42.42 Left Right 0.04 0.04 0.03 0.03 0.08 0.08 at 1.40 ft = -0.000 at 1.40 ft = -0.000 at 1.40 ft = -0.000 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Load Dist DL LL Red% Type 1 0.000 0.010 0.000 --- NonR 2.276 0.010 0.000 2 0.000 0.001 0.019 0.0% Red 2.276 0.001 0.020 3 0.000 0.018 0.000 --- NonR 2.276 0.018 0.000 SHEAR: Max Va (DL+LL) = 6.51 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 3.6 0.5 Controlling DL+LL 3.6 0.5 REACTIONS (kips): PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/a ft . kip-ft 0.0 1.00 1.67 42.42 0.0 1.00 1.67 42.42 Floor Type: Level 2 Beam Number = 156 SPAN INFORMATION (ft): I-End (61.10,43.58) J-End (61.49,45.83) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 2.28 Mp (kip-ft) = 70.83 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 0.549 0.00 0.00 0.0 8.50 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.03 0.03 6.47 2.07 6.51 2.10 at 1.14 ft = -0.000 at 1.00 ft = -0.001 at 1.00 ft = -0.001 LID = 19922 L/D = 19783 Gravity Beam Design WM RAM Steel 15.11.00.26 RAM SInit1uiISystmn DataBase: SSE Lateral Model 11-1-18 OCBF I6enttey, Building Code: IBC Floor Type: Level 2 Beam Number = 157 SPAN INFORMATION (ft): I-End (58.45,44.05) J-End (58.76,45.83) Beam Size (User Selected) = W8X18 Total Beam Length (ft) = 1.80 Mp (kip-ft) = 70.83 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL 0.540 0.00 0.00 0.0 8.50 0.00 0.0 0.00 LINE LOADS (k/ft): 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Fy = 50.0 ksi Red% PartL 0.0 0.00 Load Dist DL LL Red% Type 1 0.000 0.008 0.000 --- NonR 1.802 0.008 0.000 2 0.000 0.001 0.015 0.0% Red 1.802 0.001 0.016 3 0.000 0.018 0.000 --- NonR 1.802 0.018 0.000 SHEAR: Max Va (DL+LL) = 5.99 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 3.2 0.5 Controlling DL+LL 3.2 0.5 REACTIONS (kips): PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb Q Mn/a ft kip-ft 1.8 1.40 1.67 42.42 1.8 1.40 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.02 0.02 5.97 2.56 5.99 2.58 at 0.90 ft = -0.000 at 0.81 ft = -0.001 at 0.81 ft = -0.001 Gravity Beam Design RAM Steel 15.11.00.26 RMSIrutuiaISym DataBase: SSE Lateral Model 11-1-18 OCBF %113enttey-Building Code: IBC Floor Type: Level 2 Beam Number = 158 SPAN INFORMATION (ft): I-End (55.49,44.57) J-End (55.71,45.83) 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Beam Size (User Selected) = W8X18 Total Beam Length (ft) = 1.27 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.006 0.000 --- NonR 1.273 0.006 0.000 2 0.000 0.001 0.011 . 0.0% Red 1.273 0.001 0.011 3 0.000 0.018 0.000 --- NonR 1.273 0.018 0.000 SHEAR: Max Va (DL+LL) = 0.02 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Controlling DL+LL 0.0 0.7 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/LI ft kip-ft 1.3 1.13 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.02 0.02 0.01 0.01 0.02 0.02 at 0.64 ft = -0.000 at 0.57 ft = -0.000 at 0.57 ft = -0.000 Gravity Beam Design RAM Steel 15.11.00.26 RAM ShuctwaISy3tem DataBase: SSE Lateral Model 11-1-18 OCBF iBenttey Building Code: IBC Floor Type: Level 2 Beam Number = 160 SPAN INFORMATION (ft): I-End (0.00,62.78) J-End (29.15,62.78) Beam Size (Optimum) = W16X26 Total Beam Length (ft) = 29.15 Mp (kip-ft) = 184.17 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.234 0.000 --- NonR 0.000 29.145 0.234 0.000 0.000 2 0.000 0.023 0.453 0.0% Red 0.000 29.145 0.023 0.453 0.000 3 0.000 0.026 0.000 --- NonR 0.000 29.145 0.026 0.000 0.000 SHEAR: Max Va (DL+LL) = 10.73 kips Vn/1.67 = 70.51 kips MOMENTS: Span Cond LoadCombo Ma @ Lb kip-ft ft ft Center Max + DL+LL 78.2 14.6 0.0 Controlling DL+LL 78.2 14.6 0.0 REACTIONS (kips): 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Fy = 50.0 ksi Cb 0 Mn/0 kip-ft 1.00 1.67 110.28 1.00 1.67 110.28 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 4.13 4.13 6.60 6.60 10.73 10.73 at 14.57 ft = -0.527 LID = 664 at 14.57 ft = -0.843 L/D = 415 at 14.57 ft = -1.370 L/D = 255 Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/2 ft kip-ft 0.0 1.00 1.67 82.83 0.0 1.00 1.67 82.83 Gravity Beam Design RAM Steel 15.11.00.26 RMS!rut.IalSy5tim DataBase: SSE Lateral Model 11-1-18 OCBIF iSentteu Building Code: IBC Floor Type: Level 2 Beam Number = 162 SPAN INFORMATION (ft): I-End (52.03,62.78) J-End (72.46,62.78) 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Beam Size (User Selected) = W14X22 Total Beam Length (ft) = 20.43 Mp (kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.234 0.000 --- NonR 20.427 0.234 0.000 2 0.000 0.023 0.453 0.0% Red 20.427 0.023 0.453 3 0.000 0.022 0.000 --- NonR 20.427 0.022 0.000 SHEAR: Max Va (DL+LL) = 7.48 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 38.2 10.2 Controlling DL+LL 38.2 10.2 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 2.85 2.85 4.63 4.63 7.48 7.48 at 10.21 ft = -0.189 L/D = 1294 at 10.21 ft = -0.308 L/D = 797 at 10.21 ft = -0.497 L/D = 493 Gravity Beam Design RAM Steel 15.11.00.26 RAM StrutwaISptm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 IBenttey Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 2 Beam Number= 163 SPAN INFORMATION (ft): I-End (72.46,49.11) J-End (72.46,62.78) Beam Size (User Selected) = W16X26 Fy = 50.0 ksi Total Beam Length (ft) = 13.67 Mp(kip-ft) = 184.17 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 4.556 2.94 4.66 0.0 1.08 0.00 0.0 0.00 0.0 0.00 9.111 2.86 4.65 0.0 0.00 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.842 0.044 0.000 --- NonR 13.658 0.044 0.000 2 0.842 0.004 0.084 0.0% Red 13.658 0.004 0.084 3 0.000 0.000 0.000 --- NonR 0.841 0.043 0.000 4 0.000 0.000 0.000 0.0% Red 0.841 0.004 0.084 5 0.000 0.026 0.000 --- NonR 13.666 0.026 0.000 SHEAR: Max Va (DL+LL) = 9.31 kips Vn/1.67 = 70.51 kips MOMENTS: Span Cond LoadCombo Ma Center Max + DL+LL Controlling DL+LL REACTIONS (kips): kip-ft ft 41.0 4.6 41.0 4.6 PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb Q Mn/0 ft kip-ft 4.6 1.01 1.67 107.77 4.6 1.01 1.67 107.77 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 3.40 3.39 5.91 5.59 9.31 8.98 at 6.83 ft = -0.059 L/D = 2793 at 6.76 ft = -0.101 L/D = 1629 at 6.76 ft = -0.159 L/D = 1029 Gravity Beam Design RAM Steel 15.11.00.26 DataBase: SSE Lateral Model 11-1-18 OCBF iBenttey, Building Code: IBC 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Floor Type: Level 2 Beam Number = 166 SPAN INFORMATION (ft): I-End (29.15,45.83) J-End (29.15,62.78) Beam Size (Optimum) = W18X35 Fy = 50.0 ksi Total Beam Length (ft) = 16.96 Cantilever on left (ft) = 3.29 Mp (kip-ft) = 277.08 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 0.000 1.87 2.46 0.0 8.04 0.00 0.0 0.00 0.0 0.00 0.000 3.67 4.83 0.0 8.49 0.00 00 0.00 0.0 0.00 7.845 3.36 5.21 6.1 4.95 0.00 0.0 0.00 0.0 0.00 7.845 4.30 6.63 6.1 1.29 0.00 0.0 0.00 0.0 0.00 12.400 3.21 5.21 6.1 0.00 0.00 0.0 0.00 0.0 0.00 12.400 4.15 6.64 6.1 0.00 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.035 0.000 --- NonR 0.000 3.289 0.035 0.000 0.000 2 3.290 0.035 0.000 --- NonR 0.000 16.956 0.035 0.000 0.000 SHEAR: Max Va (DL+LL) = 30.16 kips Vn/1.50 = 106.20 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb 0 Mn / 9 kip-ft ft ft kip-ft Left Max- DL+LL -96.8 3.3 3.3 1.00 1.67 165.92 Center Max + DL+LL 92.5 7.8 4.6 1.92 1.67 165.92 Max- DL+LL -96.8 3.3 4.6 1.39 1.67 165.92 Controlling DL+LL -96.8 3.3 4.6 1.39 . 1.67 165.92 REACTIONS (kips): Left Right DL reaction 14.80 6.35 Max +LL reaction 44.84 13.21 Max -LL reaction 0.00 -5.73 Max +total reaction 59.64 19.55 DEFLECTIONS: Left cantilever: Dead load (in) = 0.021 L/D = 3684 Pos Live load (in) = -0.170 L/D = 464 Neg Live load (in) = 0.116 L/D = 678 Pos Total load (in) = -0.149 L/D = 531 Neg Total load (in) = 0.138 L/D = 573 Gravity Beam Design RAM Steel 15.11.00.26 RMISkutuuaISptm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 iBent(ey, Building Code: IBC Steel Code: AISC 360-10 ASD Center span: Dead load (in) at 10.12 ft = -0.056 LID = 2919 Live load (in) at 10.12 ft = -0.151 L/D = 1087 Net Total load (in) at 10.12 ft = -0.207 L/D = 792 Gravity Beam Design RAM Steel 15.11.00.26 MStutaISy.tim DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 'IBentLeu Building Code: IBC Steel Code: AJSC 360-10 ASD Floor Type: Level 2 - Beam Number = 167 SPAN INFORMATION (ft): I-End (52.03,53.67) J-End (72.46,53.67) Beam Size (User Selected) = W14X22 Fy = 50.0 ksi Total Beam Length (ft) = 20.43 Mp (kip-ft) = 138.33 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 5.067 0.09 0.09 0.0 0.00 0.00 0.0 1, 0.00 0.0 0.00 8.113 0.09 0.09 0.0 1.68 0.00 0.0 0.00 0.0 0.00 10.845 0.09 0.09 0.0 0.77 0.00 0.0 0.00 0.0 0.00 13.891 0.09 0.09 0.0 0.00 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.118 0.000 --- NonR 0.000 20.427 0.118 0.000 0.000 2 0.000 0.011 0.228 0.0% Red 0.000 20.427 0.011 0.228 0.000 3 0.000 0.118 0.000 --- NonR 0.000 4.263 0.118 0.000 0.000 4 0.000 0.011 0.228 0.0% Red 0.000 4.263 0.011 0.228 0.000 5 4.264 0.118 0.000 --- NonR 0.000 5.066 0.000 0.000 0.000 6 4.264 0.011 0.228 0.0% Red 0.000 5.066 0.000 0.000 0.000 7 5.067 0.118 0.000 --- NonR 0.000 7.309 0.118 0.000 0.000 8 5.067 0.011 0.228 0.0% Red 0.000 7.309 0.011 0.228 0.000 9 7.310 0.118 0.000 --- NonR 0.000 8.112 0.000 0.000 0.000 10 7.310 0.011 0.228 0.0% Red 0.000 8.112 0.000 0.000 0.000 11 8.113 0.118 0.000 --- NonR 0.000 10.041 0.118 0.000 0.000 12 8.113 0.011 0.228 0.0% Red 0.000 10.041 0.011 0.228 0.000 13 10.042 0.118 0.000 --- NonR 0.000 10.844 0.000 0.000 0.000 14 10.042 0.011 0.228 0.0% Red 0.000 10.844 0.000 0.000 0.000 15 10.845 0.118 0.000 --- NonR 0.000 13.087 0.118 0.000 0.000 16 10.845 0.011 0.228 0.0% Red 0.000 13.087 0.011 0.228 0.000