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Home My WebLink AboutCDP 2020-0001; PATEL RESIDENCE; STRUCTURAL CALCULATIONS; 2020-09-14JOHN W. STARLIN, S.E. STRUCTURAL ENGINEERING 197 WOODLAND PARKWAY, #410 SAN MARCOS, CA 92029 ~· J;--'. , STRUCTURAL CALCULATIONS NEW RESIDENCE FOR MR. RAJ PATEL SITE AND FOUNDATION RETAINING WALLS 5462 A and B CARLSBAD BOULEY ARD CARLSBAD, CALIFORNIA 92008 AUGUST RE'41,e~~~ SE LAND -,.... '.::. .\. ,_:, I, • Title Block Line 1 You can change this area using the 'Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Cantilevered Retaining Wall DESCRIPTION: Driveway Entry Wall I Criteria Retained Height Wall height above soil Slope Behind Wall Height of Soil over Toe Water height over heel = Vertical component of active Lateral soil pressure options: NOT USED for Soil Pressure. 9.00 ft 0.00 ft 0.00 : 1 6.00 in 0.0ft NOT USED for Sliding Resistance. NOT USED for Overturning Resistance. I Design Summary Wall Stability Ratios Overturning 2.08 OK Sliding Slab Resists All Sliding !0.84 OK Total Bearing Load .. .resultant ecc. 3,143 lbs 9.05 in Soil Pressure@Toe = 1,042 psf OK Soil Pressure@ Heel 101 psf OK Allowable = 3,000 psf Soil Pressure Less Than Allowable ACI Factored@Toe 1,177 psf ACI Factored@ Heel = 114 psf Footing Shear@ Toe 19.6 psi OK Footing Shear@ Heel 10.2 psi OK Allowable = 75.0 psi Sliding Cales Slab Resists All Sliding ! Lateral Sliding Force = 1,716.3 lbs less 100% Passive Force = 187.5 lbs less 100% Friction Force 1,250.0 lbs Added Force Req'd 271.6 lbs NG ... .for 1.5 : 1 Stability = 1,129.7 lbs NG Load Factors Dead Load Live Load Earth, H Wind, W Seismic, E 1.200 1.600 1.600 1.600 1.000 Project Title: Engineer: Project ID: Project Descr: Printed: 14 SEP 2020, 7:42AM I: Softwae~htENERCALC, INC.1983--2020, Build:12.20.5.1i • I Soil Data Allow Soil Bearing = Equivalent Fluid Pressure Method Heel Active Pressure = Toe Active Pressure Passive Pressure = 3,000.0 psf 35.0 psf/ft 30.0 psf/ft 300.0 psf/ft Soil Density, Heel Soil Density, Toe = 110.00pcf 110.00 pcf 0.400 Friction Coeff btwn Ftg & Soil = Soil height to ignore for passive pressure 12.00 in I Stem Construction Top Stem Stern OK Design Height Above Ftg ft = 6.00 Wall Material Above "Ht" Masonry Thickness in = 8.00 Rebar Size # 5 Rebar Spacing in = 32.00 Rebar Placed at Design Data Edge fb/FB + fa/Fa = 0.140 Total Force@ Section lbs= 157.5 Moment.. .. Actual ft-I = 157.5 Moment.. ... Allowable ft-I = 1,121.1 Shear ..... Actual psi = 2.5 Shear ..... Allowable psi = 38.7 Wall Weight psf = 84.0 Rebar Depth 'd' in= 5.25 Lap splice if above in= 30.00 Lap splice if below in = 30.00 Hook embed into footing in= 30.00 Masonry Data fm psi= 1,500 Fye psi= 24,000 Solid Grouting Yes Modular Ratio 'n' 21 .48 Short Term Factor 1.000 Equiv. Solid Thick. in = 7.60 Masonry Block Type 3 Masonry Design Method = ASD Calculations per ACI 318-11 , ACI 530-11, IBC 2012, CBC 2013, ASCE 7-10 2nd 3rd Stern OK Stern OK 4.00 0.00 Masonry Masonry 8.00 12.00 # 5 # 6 16.00 16.00 Edge Edge 0.367 0.955 437.5 1,413 .8 729.2 4,251 .9 1,986.1 4,450.7 6.9 13.1 38.7 38.7 84.0 133.0 5.25 9.00 30.00 54.00 30.00 8.40 30.00 8.40 1,500 1,500 24,000 20,000 Yes Yes Yes Yes 21.48 21.48 1.000 1.000 7.60 11.60 Title Block Line 1 You can change this area using the 'Settings' menu item and then using the 'Printing & Title Block' selection. Title Block Line 6 Project Title: Engineer: Project ID: Project Descr: Printed: 14 SEP 2020, 7:42AM Cantilevered Retaining Wan So11w1n! ~ ENERCALC, INC. 1983-2020, Bllild:12.20.5.17 ,.111•1: DESCRIPTION: Driveway Entry Wall I Footing Dimensions & Strengths Toe Width Heel Width Total Footing Width Footing Thickness Key Width Key Depth Key Distance from Toe fc = 2,500 psi Footing Concrete Density Min. As% 3.50ft 2.00 5.50 12.00 in 0.00 in 0.00 in 0.00 ft Fy = 60,000 psi 150.00pcf = 0.0018 I Footing Design Results Il1t Factored Pressure = 1,177 Mu': Upward 6,578 Mu': Downward = 1,730 Mu: Design 4,849 Actual 1-Way Shear 19.59 Allow 1-Way Shear = 75.00 Toe Reinforcing # 7@ 16.00 in Heel Reinforcing = # 6@ 16.00 in Key Reinforcing None Spec'd Other Acceptable Sizes & Spacings l::ltt! 114 psf 152 ft-lb 1,069 ft-lb 917 ft-lb 10.15 psi 75.00 psi • Cover@ Top 2.00 @ Btm.= 3.00 in Toe: #4@ 13.25 in, #5@20.50 in, #6@29.00 in, #7@39.25 in, #8@48.25 in, #9@4 Heel: Not req'd, Mu< S 'Fr Key: No key defined I Summary of Overturning & Resisting Forces & Moments Item Heel Active Pressure = Surcharge over Heel Toe Active Pressure Surcharge Over Toe Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soil Total Resisting/Overturning Ratio ..... OVERTURNING ..... Force Distance Moment lbs ft ft-lb 1,750.0 3.33 5,833.3 -33.8 0.50 -16.9 1,716.3 0.T.M. = 5,816.5 Vertical Loads used for Soil Pressure = 2.08 3,142.8 lbs Soil Over Heel = Sloped Soil Over Heel Surcharge Over Heel Adjacent Footing Load Axial Dead Load on Stem • Axial Live Load on Stem Soil Over Toe Surcharge Over Toe Stem Weight(s) Earth@ Stem Transitions Footing Weight Key Weight Vert. Component = = = = = ..... RESISTING ..... Force Distance Moment lbs ft ft-lb 990.0 5.00 4,950.0 192.5 1.75 336.9 952.0 3.93 3,738.0 183.3 4.33 794.4 825.0 2.75 2,268.8 Total= 3,142.8 lbs R.M. = 12,088.1 • Axial live load NOT included in total displayed1 or used for overturning resistance, but is included for soil pressure ca1culation. Title Block Line 1 You can change this area using the 'Settings' menu item and then using the 'Printing & Title Block' selection . Title Block Line 6 . CantHeveritd .Retaining Wall. DESCRIPTION: Property Line Wall I Criteria Retained Height Wall height above soil Slope Behind Wall Height of Soil over Toe Water height over heel Vertical component of active Lateral soil pressure options: NOT USED for Soil Pressure. 5.00 fl 0.50 fl 0.00 : 1 6.00 in O.Ofl NOT USED for Sliding Resistance. NOT USED for Overturning Resistance. I Design Summary Wall Stability Ratios Overturning 2.26 OK Project Title: Engineer: Project ID: Project Descr: Printed: 14 SEP 2020, 10:13PM 1: Software~ ENERCAI.C, INC. 1983-2020, Build:12.20.5.1i I Soil Data Allow Soil Bearing = 2,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure Toe Active Pressure Passive Pressure Soil Density, Heel Soil Density, Toe Friction Coeff btwn Fig & Soil = Soil height to ignore for passive pressure I Stem Construction 35.0 psf/fl 30.0 psf/fl 300.0 psf/fl 110.00 pcf 110.00 pcf 0.400 12.00 in Top Stem Stem OK fl= 5.33 • Calculations per ACI 318-11, ACI 530·11, IBC 2012, CBC 2013, ASCE 7-10 2nd 3rd Stem OK Stem OK 3.33 0.00 Sliding 1.11 Ratio < 1.5! Design Height Above Ftg Wall Material Above 'Ht' Thickness Masonry in= 8.00 Masonry Masonry 8.00 8.00 Total Bearing Load ... resultant ecc. 1,179 lbs 6.13 in Soil Pressure@ Toe 590 psf OK Soil Pressure @ Heel 53 psf OK Allowable = 2,000 psf Soil Pressure Less Than Allowable ACI Factored@ Toe 708 psf ACI Factored@ Heel 63 psf Footing Shear@ Toe 5.2 psi OK Footing Shear@ Heel 0.0 psi OK Allowable 75.0 psi Sliding Cales (Vertical Component NOT Used) Lateral Sliding Force 596.3 lbs less 100% Passive Force 187.5 lbs less 100% Friction Force 470.0 lbs Added Force Req'd 0.0 lbs OK .... for 1.5: 1 Stability = 235.1 lbs NG Load Factors Dead Load Live Load Earth, H Wind, W Seismic, E 1.200 1.600 1.600 1.600 1.000 Rebar Size Rebar Spacing Rebar Placed at Design Data fb/FB + fa/Fa Total Force@ Section Moment .... Actual Moment. .... Allowable Shear ..... Actual Shear ..... Allowable Wall Weight Rebar Depth 'd' Lap splice if above Lap splice if below Hook embed into footing Masonry Data fm Fye Solid Grouting Modular Ratio 'n' Short Term Factor Equiv. Solid Thick. Masonry Block Type Masonry Design Method = in= = lbs= fl-I= fl-I= psi= psi= psf = in= in= in= in= psi = psi = in= # 5 # 5 # 5 32.00 32.00 16.00 Edge Edge Edge 0.000 0.024 0.402 0.0 48.8 433.8 0.0 27.2 728.5 1,121 .1 1,121.1 1,812.8 0.0 0.8 6.9 38.7 38.7 38.7 84.0 84.0 84.0 5.25 5.25 5.25 30.00 30.00 30.00 30.00 30.00 7.00 30.00 30.00 7.00 1,500 1,500 1,500 24,000 24,000 20,000 Yes Yes Yes Yes Yes 21.48 21.48 21.48 1.000 1.000 1.000 7.60 7.60 7.60 3 ASD Title Block Line 1 You can change this area using the 'Settings' menu item and then using the 'Printing & Title Block' selection. Title Block Line 6 Cantilevered Retaining Wall .... , ... DESCRIPTION: Property Line Wall I Footing Dimensions & Strengths Toe Width 3.00 ft Heel Width 0.67 Total Footing Width 3.67 Footing Thickness 12.00 in Key Width 0.00 in Key Depth = 0.00 in Key Distance from Toe 0.00 ft fc = 2,500cfisi Fy = 60,000 psi Footing Concrete ensity = 150.00pcf Min. As % 0.0018 Cover@Top 2.00 @Btm.= 3.00 in Project Title: Engineer: Project ID: Project Descr: Printed: 14 SEP 2020, 10:13PM I : Software copyright ENERCAI.C, !'NC. 1983-2020, Build:12.20.5.1i • I Footing Design Results ~ !ill! Factored Pressure 708 63 psf Mu': Upward = 0 0 ft-lb Mu' : Downward 0 12 fl-lb Mu: Design = 1,166 12 ft-lb Actual 1-Way Shear 5.19 0.02 psi Allow 1-Way Shear 75.00 75.00 psi Toe Reinforcing #7116.00 in Heel Reinforcing = # 6 16.00 in Key Reinforcing None Spec'd Other Acceptable Sizes & Spacings Toe: Not req'd, Mu< S • Fr Heel: Not req'd, Mu< S * Fr Key: No key defined I Summary of Overturning & Resisting Forces & Moments ..... OVERTURNING ..... .. ... RESISTING ..... Force Distance Moment Force Distance Moment Item lbs ft ft-lb lbs ft ft-lb Heel Active Pressure 630.0 2.00 1,260.0 Soil Over Heel = 1.8 3.67 6.7 Surcharge over Heel Sloped Soil Over Heel = Toe Active Pressure = -33.8 0.50 -16.9 Surcharge Over Heel Surcharge Over Toe = Adjacent Footing Load Adjacent Footing Load = Axial Dead Load on Stem = Added Lateral Load = • Axial Live Load on Stem = Load @ Stem Above Soil Soil Over Toe 165.0 1.50 247.5 Surcharge Over Toe = Stem Weight(s) 462.0 3.33 1,540.0 Earth @ Stem Transitions = Total = 596.3 O.T.M. = 1,243.1 Footing Weight 550.5 1.84 1,010.2 Resisting/Overturning Ratio 2.26 Key Weight Vertical Loads used for Soil Pressure = 1,179.3 lbs Vert. Component Total= 1,179.3 lbs R.M.= 2,804.4 • Axial live load NOT included in total displayedi or used for overturning resistance, but is included for soil pressure ca culation. Title Block Line 1 You can change this area using the 'Settings' menu item and then using the 'Printing & Title Block' selection. Title Block Line 6 Cantilevered'Retaining Wall DESCRIPTION: Typical Basement Wall I Criteria Retained Height Wall height above soil Slope Behind Wall Height of Soil over Toe = Water height over heel Vertical component of active Lateral soil pressure options: NOT USED for Soil Pressure. 8.50 ft 2.00 ft 0.00 : 1 6.25 in 0.0ft NOT USED for Sliding Resistance. NOT USED for Overturning Resistance. I Surcharge Loads Surcharge Over Heel = 0.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe 0.0 psf Used for Sliding & Overturning I Axial Load Applied to Stem Axial Dead Load Axial Live Load Axial Load Eccentricity I Design Summary 360.0 lbs 0.0 lbs 0.0 in Wall Stability Ratios Overturning 2.93 OK Sliding Slab Resists All Sliding !1.70 OK Total Bearing Load ... resultant ecc. 4,142 lbs 3.69 in Soil Pressure@ Toe = 903 psf OK Soil Pressure @ Heel 4 78 psf OK Allowable = 3,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe 1,059 psf ACI Factored@ Heel 561 psf Footing Shear@ Toe 12.2 psi OK Footing Shear@ Heel 7.5 psi OK Allowable 75.0 psi Sliding Cales Slab Resists All Sliding ! Lateral Sliding Force 1,688.7 lbs less 100% Passive Force 1,218.8 lbs less 100% Friction Force = 1,658.0 lbs Added Force Req'd 0.0 lbs OK .... for 1.5 : 1 Stability 0.0 lbs OK Load Factors Dead Load Live Load Earth, H Wind, W Seismic, E 1.200 1.600 1.600 1.600 1.000 Project Title: Engineer: Project ID: Project Descr: Printed: 14 SEP 2020, 8:19AM I Soil Data Allow Soil Bearing 3,000.0 psf Calculations per ACI 318-11 , ACI 530-11 , IBC 2012, CBC 2013, ASCE 7-10 Equivalent Fluid Pressure Method Heel Active Pressure = Toe Active Pressure Passive Pressure 35.0 psf/ft 30.0 psf/ft 300.0 psf/ft Soil Density, Heel Soil Density, Toe = 110.00 pct 110.00 pct 0.400 F riclion Coeff btwn Fig & Soil = Soil height to ignore for passive pressure = 12.00 in I Lateral Load Applied to Stem Lateral Load ... Height to Top ... Height to Bottom = Wind on Exposed Stem = I Stem Construction Design Height Above Ftg Wall Material Above 'Ht' Thickness Rebar Size Rebar Spacing Rebar Placed at I Adjacent Footing Load 0.0 plf 0.00 ft 0.00 ft 0.0 psf Top Stem Stem OK ft= 6.00 Masonry in= 8.00 # 5 in= 32.00 = Edge Adjacent Fooling Load Footing Width Eccentricity = Wall to Ftg CL Dist = Footing Type Base Above/Below Soil at Back of Wall Poisson's Ratio 2nd 3rd Stem OK Stem OK 3.00 0.00 Masonry Masonry 12.00 12.00 # 6 # 6 32.00 16.00 Edge Edge Design Data ------------ fb/FB + fa/Fa Total Force@ Section Moment.. .. Actual Moment.. ... Allowable Shear ..... Actual Shear ..... Allowable Wall Weight Rebar Depth 'd' Lap splice if above Lap splice if below Hook embed into fooling Masonry Data fm Fye Solid Grouting Modular Ratio 'n' Short Term Factor Equiv. Solid Thick. Masonry Block Type Masonry Design Method lbs= ft-I= ft-I= psi= psi= psf = in= in= in= in= psi= psi= in= = 0.105 109.4 91 .1 1,121 .1 1.7 38.7 84.0 5.25 30.00 30.00 30.00 1,500 24,000 Yes 21.48 1.000 7.60 3 ASD 0.381 0.847 529.4 1,260.3 970.5 3,581 .7 2,746.8 4,450.7 4.9 11.7 38.7 38.7 133.0 133.0 9.00 9.00 36.00 54.00 36.00 8.40 36.00 8.40 1,500 1,500 24,000 20,000 Yes Yes Yes Yes 21.48 21.48 1.000 1.000 11.60 11.60 0.0 lbs 0.00 ft 0.00 in 0.00 ft Line Load 0.0ft 0.300 Title Block Line 1 You can change this area using the 'Settings' menu item and then using the 'Printing & Title Block' selection. Title Block Line 6 Cantilevered Retaining ,Wall DESCRIPTION: Typical Basement Wall I Footing Dimensions & Strengths Toe Width Heel Width Total Footing Width Footing Thickness Key Width Key Depth Key Distance from Toe re = 2,500 psi Footing Concrete Density Min.As% Cover@Top 2.00 4.00 ft 2.Q0 6.00 18.00 in = 0.00 in 12.00 in = 0.00 ft Fy = 60,000 psi 150.00pcf = 0.0018 @ Btm.= 3.00 in Project Title: Engineer: Project ID: Project Descr: I Footing Design Results ~ Factored Pressure 1,059 Mu' : Upward 8,504 Mu' : Downward 3,059 Mu: Des~n = 5,445 Actual 1-Way Shear 12.22 Allow 1-Way Shear 75.00 Toe Reinforcing # 7@ 16.00 in Heel Reinforcing # 6 @ 16.00 in Key Reinforcing None Spec'd Other Acceptable Sizes & Spacings Toe: Not req'd, Mu< S • Fr Heel: Not req'd, Mu< S * Fr !itt! 561 psf 0 ft-lb 1,088 ft-lb 1,088 ft-lb 7.48 psi 75.00 psi Key: Slab Resists Sliding -No Force on Key I Summary of Overturning & Resisting Forces & Moments Item Heel Active Pressure Surcharge over Heel Toe Active Pressure Surcharge Over Toe Adjacent Footing Load Added Lateral Load Load @ Stem Above Soil Total Resisting/Overturning Ratio ..... OVERTURNING ..... Force Distance Moment lbs ft ft-lb 1,750.0 3.33 5,833.3 -61 .3 0.67 -41 .3 1,688.7 O.T.M. = 5,792.1 Vertical Loads used for Soil Pressure = = 2.93 4,141 .8 lbs Soil Over Heel Sloped Soil Over Heel = Surcharge Over Heel Adjacent Footing Load Axial Dead Load on Stem • Axial Live Load on Stem Soil Over Toe Surcharge Over Toe = Stem Weight(s) Earth@Stem Transitions = Footing Weight = Key Weight Vert. Component Printed: 14 SEP 2020, 8:19AM .. ... RESISTING ..... Force Distance Moment lbs ft ft-lb 935.0 5.50 5,142.5 360.0 4.50 1,620.0 229.2 2.00 458.3 1,176.0 4.45 5,229.0 91.7 4.83 443.1 1,350.0 3.00 4,050.0 Total= 4,141 .8 lbs R.M. = 16,942.9 • Axial live load NOT included in total displayed1 or used for overturning resistance, but is included for soil pressure ca1culation. Title Block Line 1 You can change this area using the 'Settings' menu item and then using the 'Printing & Title Block' selection. Title Block Line 6 Cantilevered Retaining Wall Project Title: Engineer: Project ID: Project Descr: Printed: 14 SEP 2020, 8:25AM . . . Softwwe copyright ENERCAI.C, INC. 1983-2020, 8uild:12.20,5.1i • DESCRIPTION: Basement Wall w/ Bearing Walls Above I Criteria Retained Height Wall height above soil Slope Behind Wall Height of Soil over Toe Water height over heel Vertical component of active Lateral soil pressure options: NOT USED for Soil Pressure. 10.00ft 0.00 ft 0.00 : 1 12.00 in 0.0 ft NOT USED for Sliding Resistance. NOT USED for Overturning Resistance. I Design Summary Wall Stability Ratios Overturning Total Bearing Load ... resultant ecc. 2.06 OK 4,903 lbs 14.38 in Soil Pressure @ Toe 1,281 psf OK Soil Pressure @ Heel = 27 psf OK Allowable = 3,000 psf Soil Pressure Less Than Allowable ACI Factored@Toe = 1,483 psf ACI Factored @ Heel 31 psf Footing Shear@Toe 12.7 psi OK Footing Shear@ Heel 7.7 psi OK Allowable 75.0 psi Sliding Cales Slab Resists All Sliding ! Lateral Sliding Force 2,955.8 Load Factors Dead Load Live Load Earth, H Wind, W Seismic, E 1.200 1.600 1.600 1.600 1.000 I Soil Data Allow Soil Bearing 3,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = Toe Active Pressure Passive Pressure Soil Density, Heel Soil Density, Toe Friction Coeff btwn Fig & Soil = Soil height to ignore for passive pressure 45.0 psf/ft 30.0 psf/ft 389.0 psf/ft 110.00 pcf 110.00 pcf 0.400 12.00 in I Stem Construction Top Stem Stem OK Design Height Above Ftg ft= 5.33 Wall Material Above 'Ht' = Masonry Thickness in = 8.00 Rebar Size # 5 Rebar Spacing in = 32.00 Rebar Placed at Calculations per ACI 318-11, ACI 530-11, IBC 2012, CBC 2013, ASCE 7-10 2nd 3rd Stem OK Stem OK 3.00 0.00 Masonry Concrete 12.00 12.00 # 7 # 7 32.00 16.00 Design Data ------------Edge Edge Edge fb/FB + fa/Fa Total Force@Section lbs= Moment.. .. Actual ft-I = Moment.. ... Allowable ft-I = Shear ..... Actual psi= Shear ..... Allowable psi = Wall Weight psf = Rebar Depth 'd' in= Lap splice if above in= Lap splice if below in = Hook embed into footing in= Masonry Data fm psi= Fye psi = Solid Grouting 0.681 490.7 763.9 1,121.1 7.8 38.7 84.0 5.25 30.00 30.00 1,500 Yes Modular Ratio 'n' = 21.48 Short Term Factor Equiv. Solid Thick. Masonry Block Type Masonry Design Method = 1.000 in= 7.60 3 ASD 0.695 1,102.5 2,572.5 3,702.0 10.2 38.7 133.0 9.00 42.00 41 .16 1,500 24,000 Yes 21 .48 1.000 11 .60 Concrete Data ------------- fc Fy psi= psi= 2,000.0 0.656 3,576.0 11,992.0 18,288.8 31 .2 75.0 150.0 9.56 41 .16 8.82 1,500 60,000 Yes 10.18 1.000 12.00 2,500.0 Title Block Line 1 You can change this area using the 'Settings' menu item and then using the 'Printing & Title Block' selection. Title Block Line 6 Project Title: Engineer: Project ID: Project Descr: Printed: 14 SEP 2020, 8:25AM I : Caotilevere<i Retaining Wall Softwa"e ~ ENERCALC, INC. 1983-2020, Build:12.20.5.1i • DESCRIPTION: Basement Wall w/ Bearing Walls Above I Footing Dimensions & Strengths I Footing Design Results Toe Width Heel Width Total Footing Width Footing Thickness Key Width Key Depth Key Distance from Toe fc = 2,500 psi Footing Concrete Density Min. As% Cover@Top 2.00 5.50 ft 2.00 7.50 20.00 in = 0.00 in = 0.00 in 0.00 ft Fy = 60,000 psi 150.00 pcf 0.0018 @ Btm.= 3.00 in !Qi Factored Pressure 1,483 Mu': Upward 17,063 Mu' : Downward = 6,534 Mu: Design = 10,529 Actual 1-Way Shear = 12.66 Allow 1-Way Shear 75.00 Toe Reinforcing = # 7@ 16.00 in Heel Reinforcing = # 6@ 16.00 in Key Reinforcing None Spec'd Other Acceptable Sizes & Spacings l:illl 31 psf 0 ft-lb 810 ft-lb 810ft-lb 7.71 psi 75.00 psi Toe: #4@6.75 in, #5@ 10.50 in, #6@ 15.00 in, #7@20.25 in, #8@26.75 in, #9@33 Heel: Not req'd, Mu < S * Fr Key: No key defined I Summary of Overturning & Resisting Forces & Moments Item Heel Active Pressure Surcharge over Heel Toe Active Pressure Surcharge Over Toe Adjacent Footing Load Added Lateral Load Load @ Stem Above Soil Total Resisting/Overturning Ratio ..... OVERTURNING ..... Force Distance Moment lbs ft ft-lb 3,062.5 3.89 11,909.7 -106.7 0.89 -94.8 2,955.8 0.T.M. = 11 ,814.9 Vertical Loads used for Soil Pressure = = 2.06 4,903.4 lbs Soil Over Heel = Sloped Soil Over Heel = Surcharge Over Heel Adjacent Footing Load Axial Dead Load on Stem • Axial Live Load on Stem Soil Over Toe = Surcharge Over Toe Stem Weight(s) Earth @Stem Transitions Footing Weight = Key Weight Vert. Component .. ... RESISTING ..... Force Distance lbs ft 1,100.0 7.00 605.0 2.75 1,152.2 5.94 171.2 6.33 1,875 .0 3.75 Moment ft-lb 7,700.0 1,663.8 6,847.6 1,084.5 7,031.3 Total= 4,903.4 lbs R.M. = 24,327.1 • Axial live load NOT included in total displayed1 or used for overturning resistance, but is included for soil pressure ca1culation.