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CDP 16-29; LINCOLN RESIDENCE; STRUCTURAL CALCULATIONS; 2019-05-06
RECORD COPY ~1 ,-!✓5 Initial ~•'1 /''1 ate Structural Calculations Additional Calculation for 9' -0" Wall @ Lincoln Residence Carslbad, CA Project No.: 80088 May 6, 2019 Amir Deihimi, Principal Core Structure, Inc., 23 172 Plaza Pointe Dr., Suite 145, Laguna Hills, CA 92653 RECEf\lED MAY O 6 2019 LAt '0 DEVELOPMENT E:\JG/Nl=ERING 949-954-7244 C RE Core Structure, Inc. 23172 Plaza Pointe Drive Suite 145 Laguna Hills, CA 92653 949-954-7244 [ Concrete Beam I .1 I; I Description : 9'-0" Concrete Wall CODE REFERENCES Project Title: Lincoln Residence Engineer: Amir Deihimi Project ID: 80088 Project Descr: Primed: 6 MAY 2019. 9:16AM -Fiie":C:IOROPBO-1\COREOR-l~Qjectslcore\80088\02-STR-1\03-ENG-1\0l•M00-1\80088.ec6 . Software cop ighl ENERCALC, INC. 1983-2018, ll\Jild:10.18 .. 10.30 . Calculations per ACI 318-11 , IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: ASCE 7-16 Material Properties re = fr = re 112 • 7.50 2.50 ksi di Phi Values Flexure: 0.90 375.0 psi \jl Density 145.0 pcf P 1 "A LtWt Factor 1.0 Elastic Modulus 2,880.95 ksi F y -Stirrups fy -Main Rebar 60.0 ksi E • Stirrups Stirrup Bar Size # E . Main Rebar 29,000.0 ksi Number of Resisting Legs Per Stirrup = Cross Section & Reinforcing Details Rectangular Section, Width = 12.0 in. Height = 8.0 in Span #1 Reinforcing .... 1-#5 at 3.0 in from Bottom, from 0.0 to 12.50 ft in this span Applied Loads Beam self weiqht calculated and added to loads Load for Span Number 1 Uniform Load : E = 0.040 ksf, Tributary Width = 1.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Mu : Applied Mn • Phi : Allowable Location of maximum on span Span # where maximum occurs Vertical Reactions Load Combination Overall MAXimum Overall MINimum +D+H +O+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L +H +D+0.750L+0.750S+H +D+0.60W+H +D+0.750Lr+0.450W+H +D+O. 750S+0.450W+H 0.471 : 1 Typical Section 3.047 k-ft 6.466 k-ft Support 1 0.779 0.250 0.604 0.604 0.604 0.604 0.604 0.604 0.604 0.604 0.604 6.239 ft Span# 1 Support 2 0.779 0.250 0.604 0.604 0.604 0.604 0.604 0.604 0.604 0.604 0.604 Shear : 0.750 0.850 40.0ksi 29,000.0 ksi • 3 ' i\, 2 Service loads entered. Load Factors will be applied for calculations. Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Support notation: Far left is #1 Desi n OK 0.015 in Ratio = 0.000 in Ratio= 0.046 in Ratio= 0.000 in Ratio = 10072 >=360. 0<360.C 3231 >=180. 0 <180.C C Core Structure, Inc. Project Title: Lincoln Residence 23172 Plaza Pointe Drive Engineer: Amir Deihimi Suite 145 Project ID: 80088 RE Laguna Hills, CA 92653 Project Descr: 949.954. 7244 Printed: 6 MAY 2019. 9:16AM [ Concrete Beam File= C:\OROPB0-1\COREDR-1\projects\core\80088\02-STR-1\03-ENG-1\0l·MOD-1\80088.ec6 . Software cop 'hi ENERCALC, INC. 1983-2018. Bllild:10.18.10,30. I ,I ,. I Description : 9'-0" Concrete Wall Vertical Reactions Support notation : Far left is #1 Load Combination Support 1 Support 2 +0.60D+0.60W+0.60H 0.363 0.363 +D+O. 70E +0.60H 0.779 0.779 +D+O. 750L +0. 750S+0.5250E+H 0.735 0.735 +0.60D+0.70E+H 0.538 0.538 DOnly 0.604 0.604 Lr Only L Only S Only WOnly E Only 0.250 0.250 H Only Detailed Shear Information Span Distance 'd' Vu (k) Mu d'Vu/Mu Phi"Vc Comment Phi"Vs Phi'Vn Spacing (in) Load Combination Number (ft) (in) Actual Design lk-ft) (k) (k) (k) Req'd Suggest + 1.20D+L +0.20S+E + 1.90H 0.00 5.00 0.98 0.98 0.00 1.00 4.86 Vu < PhiVcJ2 lot Reqd 11.1 4.9 0.0 0.0 + 1.20D+L+0.20S+E+ 1 .90H 002 5.00 0.97 0.97 0.02 1.00 4.86 Vu < PhiVcJ2 lot Reqd 11.L 4.9 0.0 0.0 + 1 .20D+L +0.20S+E + 1 .90H 0.05 5.00 0.97 0.97 0.04 1.00 4.86 Vu < PhiVcJ2 lot Reqd 11.L 4.9 0.0 0.0 + 1 .20D+L+0.20S+E + 1 .90H O.Q7 5.00 0.96 0.96 0.07 1.00 4.86 Vu < PhiVcJ2 lot Reqd 11.1 4.9 0.0 0.0 + 1 .20D+L +0.20S+E + 1.90H 0.09 5.00 0.96 0.96 0.09 1.00 4.86 Vu < PhiVcJ2 lot Reqd 11.1 4.9 0.0 0.0 + 1.20D+L+0.20S+E+ 1.90H 0.1 1 5.00 0.96 0.96 0.11 1.00 4.86 Vu < PhiVcJ2 lot Reqd 11.1 4.9 0.0 0.0 + 1.20D+L +0.20S+E + 1 .90H 0.1 4 5.00 0.95 0.95 0.13 1.00 4.86 Vu < PhiVcJ2 lot Reqd 11.1 4.9 0.0 0.0 + 1 .20D+L+0.20S+E+ 1 .90H 0.16 5.00 0.95 0.95 0.15 1.00 4.86 Vu < PhiVcJ2 lot Reqd 11.1 4.9 0.0 0.0 + 1 .20D+L +0.20S+E + 1 .90H 0.18 5.00 0.95 0.95 0.18 1.00 4.86 Vu < PhiVcJ2 lot Reqd 11.1 4.9 0.0 0.0 + 1 .20D+L +0.20S+E + 1 .90H 0.20 5.00 0.94 0.94 0.20 1.00 4.86 Vu < PhiVcJ2 lot Reqd 11 .1 4.9 0.0 0.0 + 1.20D+L+0.20S+E + 1 .90H 0.23 5.00 0.94 0.94 0.22 1.00 4.86 Vu < PhiVcJ2 lot Reqd 11.1 4.9 0.0 0.0 + 1 .20D+L +0.20S+E + 1 .90H 0.25 5.00 0.94 0.94 0.24 1.00 4.86 Vu < PhiVcJ2 lot Reqd 11 ., 4.9 0.0 0.0 + 1.20D+L+0.20S+E+ 1 .90H 0.27 5.00 0.93 0.93 0.26 1.00 4.86 Vu < PhiVcJ2 lot Reqd 11 ·' 4.9 0.0 0.0 + 1.20D+L+0.20S+E + 1.90H 0.30 5.00 0.93 0.93 0.28 1.00 4.86 Vu < PhiVd2 lot Reqd 11.1 4.9 0.0 0.0 + 1.20D+L +0.20S+E + 1.90H 0.32 5.00 0.93 0.93 0.30 1.00 4.86 Vu < PhiVd2 lot Reqd 11 ·' 4.9 0.0 0.0 + 1.20D+L+0.20S+E+ 1.90H 0.34 5.00 0.92 0.92 0.32 1.00 4.86 Vu < PhiVd2 lot Reqd 11 .L 4.9 0.0 0.0 + 1.20D+L +0.20S+E + 1.90H 0.36 5.00 0.92 0.92 0.34 1.00 4.86 Vu < PhiVcJ2 lot Reqd 11.L 4.9 0.0 0.0 + 1 .20D+L +0.20S+E + 1.90H 0.39 5.00 0.91 0.91 0.37 1.00 4.86 Vu < PhiVcJ2 lot Reqd 11.' 4.9 0.0 0.0 + 1 .20D+L+0.20S+E + 1 .90H 0.41 5.00 0.91 0.91 0.39 0.98 4.85 Vu < PhiVd2 lot Reqd 11.1 4.8 0.0 0.0 + 1.20D+L+0.20S+E+ 1.90H 0.43 5.00 0.91 0.91 0.41 0.93 4.81 Vu < PhiVd2 lot Reqd 11.1 4.8 0.0 0.0 + 1.20D+L+0.20S+E+ 1.90H 0.46 5.00 0.90 0.90 0.43 0.88 4.79 Vu < PhiVd2 lot Reqd 11 ·' 4.8 0.0 0.0 + 1 .20D+L +0.20S+E + 1.90H 0.48 5.00 0.90 0.90 0.45 0.84 4.76 Vu < PhiVcJ2 lot Reqd 11 ., 4.8 0.0 0.0 + 1.20D+L+0.20S+E+ 1 .90H 0.50 5.00 0.90 0.90 0.47 0.80 4.74 Vu < PhiVc/2 lot Reqd 11.L 4.7 0.0 0.0 + 1.20D+L+0.20S+E+ 1 .90H 0 52 5.00 0.89 0.89 0.49 0.76 4.72 Vu < PhiVd2 lot Reqd 11 ., 4.7 0.0 0.0 + 1.20D+L +0.20S+E + 1 .90H 0.55 5.00 0.89 0.89 0.51 0.73 4.70 Vu < PhiVd2 lot Reqd 11.1 4.7 0.0 0.0 + 1 .20D+L +0.20S+E + 1 .90H 0.57 5.00 0.89 0.89 0.53 0.70 4.68 Vu < PhiVd2 lot Reqd 11.1 4.7 0.0 0.0 + 1 .20D+L +0.20S+E + 1.90H 0.59 5.00 0.88 0.88 0.55 0.67 4.66 Vu < PhiVd2 lot Reqd 11.1 4.7 0.0 0.0 + 1.20D+L+0.20S+E + 1.90H 0.61 5.00 0.88 0.88 0.57 0.64 4.65 Vu< PhiVd2 lot Reqd 11.1 4.6 0.0 0.0 + 1.20D+L+0.20S+E+ 1.90H 0.64 5.00 0.88 0.88 0.59 0.62 4.63 Vu < PhiVd2 lot Reqd 11.L 4.6 0.0 0.0 + 1.20D+L+0.20S+E+ 1.90H 0.66 500 0.87 0.87 0.61 0.60 4.62 Vu < PhiVd2 lot Reqd 11.1 4.6 0.0 0.0 + 1.20D+L+0.20S+E+ 1.90H 0.68 5.00 0.87 0.87 0.63 0.57 4.61 Vu < PhiVd2 lot Reqd 11.' 4.6 0.0 0.0 + 1 .20D+L +0.20S+E + 1.90H 0.71 5.00 0.86 086 0.65 0.55 4.60 Vu < PhiVd2 lot Reqd 11.L 4.6 0.0 0.0 + 1.20D+L+0.20S+E + 1 .90H 0.73 5.00 0.86 0.86 0.67 0.54 4.59 Vu < PhiVd2 lot Reqd 11.1 4.6 0.0 0.0 + l .20D+L+0.20S+E+ 1.90H 0.75 5.00 0.86 0.86 0.69 0.52 4.58 Vu < PhiVd2 lot Reqd 11.' 46 0.0 0.0 + 1 .20D+L +0.20S+E + 1.90H 0.77 5.00 0.85 085 0.71 0.50 4.57 Vu < PhiVd2 lot Reqd 11.1 4.6 0.0 0.0 + 1.200+L+0.20S+E+ 1.90H 0.80 5.00 0.85 0.85 0.73 0.49 4.56 Vu < PhiVd2 lot Reqd 11.L 4.6 0.0 0.0 + 1.20D+L+0.20S+E + 1.90H 0.82 5.00 0.85 0.85 0.75 0.47 4.55 Vu < PhiVd2 lot Reqd 11.L 4.5 0.0 0.0 + 1 .20D+L +0.20S+E + 1.90H 0.84 5.00 0.84 0.84 0.77 0.46 4.54 Vu < PhiVcJ2 lot Reqd 11.' 4.5 0.0 0.0 + 1 .20D+L+0.20S+E+ 1 .90H 0.87 5.00 0.84 0.84 0.79 0.45 4.53 Vu < PhiVcJ2 lot Reqd 11.' 4.5 0.0 0.0 + 1 .20D+L +0.20S+E + 1.90H 0.89 5.00 0.84 0.84 0.80 0.43 4.53 Vu < PhiVd2 lot Reqd 11.1 4.5 0.0 0.0 + 1 .20D+L +0.20S+E + 1 .90H 0.91 5.00 0.83 0.83 0.82 0.42 4.52 Vu < PhiVcJ2 lot Reqd 11.1 4.5 0.0 0.0 Core Structure, Inc. 23172 Plaza Pointe Drive Suite 145 Laguna Hills. CA 92653 949-954-7244 Project Title: Lincoln Residence Engineer: Amir Deihimi Project ID: 80088 Project Descr: C RE Printed: 6 MAY 2019. 9:16AM ,,,........,,......,,,.,,......~~...,.,,~-~-.,..,---------~...,.,.-~.---....,,...-~-----~-;;fi;;::le~="C::u,;'l\OROPBO=-ilCOREOR•1\projects\cOTe\800S8\0fs'i'R-l\03-ENG-1\01•MOD-1\80088,ec6, Concrete Beam Software cop ( ht ENERCALC, INC. 1983-2018, Build:10.18,10.30 • Description : 9' -0" Concrete Wall Detailed Shear Information Span Distance 0d' Load Combination + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H + 1 .20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E+ 1.90H + 1.20D+L +0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E + 1.90H + l .20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1 .90H + 1.20D+L +0.20S+E + 1.90H +1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1 .90H + 1.20D+L +0.20S+E+ 1.90H + l .20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.200+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H + l .20D+L +0.20S+E + 1.90H + l .20D+L +0.20S+E + 1.90H + l .20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H Number (ft) (in) 0.93 5.00 0.96 5.00 0.98 5.00 1.00 5.00 1.02 5.00 1.05 5.00 1.07 5.00 1.09 5.00 1.1 2 5.00 1.14 5.00 1.16 5.00 1.18 5.00 1.21 5.00 1.23 5.00 1.25 5.00 1.28 5.00 1.30 5.00 1.32 5.00 1.34 5.00 1.37 5.00 1.39 5.00 1 .41 5.00 1.43 5.00 1 .46 5.00 1 .48 5.00 1 .50 5.00 1.53 1.55 1 57 1.59 1.62 1.64 1.66 1.68 1.71 1.73 1.75 1.78 1.80 1.82 1.84 1.87 1.89 1.91 1.94 1.96 1.98 2.00 2.03 2.05 2.07 2.09 2.12 2.14 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 Vu (k) Actual Design 0.83 0.83 0.83 0.83 0.82 0.82 0.82 0.82 0.82 0.82 0.81 0.81 0.81 0.81 0.80 0.80 0.80 0.80 0.80 0.80 0.79 0.79 0.79 0.79 0.79 0.79 0.78 0.78 0.78 0.78 0.78 0.78 0.77 0.77 0.77 0.77 0.77 0.77 0.76 0.76 0.76 0.76 0.75 0.75 0.75 0.75 0.75 0.75 0.74 0.74 0.74 0.74 0.74 0.73 0.73 0.73 0.72 0.72 0.72 0.71 0.71 0.71 0.70 0.70 0.69 0.69 0.69 0.68 0.68 0.68 0.67 0.67 0.67 0.66 0.66 0.66 0.65 0.65 0.64 0.64 0.74 0.73 0.73 0.73 0.72 0.72 0,72 0.71 0.71 0. 71 0.70 0.70 0.69 0.69 0.69 0.68 0.68 0.68 0.67 0.67 0.67 0.66 0 66 0.66 0.65 0.65 0.64 0.64 Mu (k-ft) 0.84 0.86 0.88 0.90 0.92 0.94 0.95 0.97 0.99 1.01 1.03 1.05 1.06 1.08 1.10 1.12 1.13 1.15 1.17 1.19 1.20 1.22 1.24 1.26 1.27 1.29 1.31 1.32 1.34 1.36 1.37 1.39 1.41 1.42 1.44 1.45 1.47 1.49 1.50 1.52 1.53 1.55 1.56 1.58 1.59 1.61 1.63 1.64 1.66 1.67 1.69 1.70 1.71 1.73 d'Vu/Mu 0.41 0.40 0.39 0.38 0.37 0.36 0.35 0.34 0.34 0.33 0.32 0.32 0.31 0.30 0.30 0.29 0.28 0.28 0.27 0.27 0.26 0.26 0.25 0.25 0.24 0.24 0.24 0.23 0.23 0.22 0,22 0.22 0.21 0.21 0.21 0.20 0.20 0.20 0.19 0.19 0.19 0.18 0.18 0.18 0.18 0,17 0.17 0.17 0.17 0.16 0.16 0.16 0.16 0,15 Phi'Vc (k) 4.51 4.51 4.50 4.50 4.49 4.49 4.48 4.48 4.47 4.47 4.46 4.46 4.45 4.45 4.45 4.44 4.44 4.44 4.43 4.43 4.43 4.42 4.42 4.42 4.42 4.41 4.41 4.41 4.41 4.40 4.40 4.40 4.40 4.40 4.39 4.39 4.39 4.39 4.39 4.39 4.38 4.38 4.38 4.38 4.38 4.38 4.37 4.37 4.37 4.37 4.37 4.37 4.37 4.36 Comment Vu < PhiVd2 Vu < PhiVd2 Vu< PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu< PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu< PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu< PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Phi'Vs (k) lot Reqd 11 .1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11 .1 lot Reqd 11.t lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11 .1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.t lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.' lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11 .I lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11 .1 lot Reqd 11., lot Reqd 11 .t lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.' lot Reqd 11 .' lot Reqd 11.' lot Reqd 11.' lot Reqd 11.1 lot Reqd 11.' lot Reqd 11,1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 Phi'Vn Spacing (in) (k) Req'd Suggest 4.5 0.0 0.0 4.5 0.0 0.0 4.5 0.0 0.0 4,5 0.0 0.0 4.5 0.0 0.0 4.5 0.0 0.0 4,5 0.0 0.0 4.5 0.0 0.0 4.5 0.0 0.0 4.5 0.0 0.0 4.5 0.0 0.0 4.5 0.0 0.0 4.5 0.0 0.0 4.5 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 C RE Core Structure, Inc. 23172 Plaza Pointe Drive Suite 145 Laguna Hills, CA 92653 949.954. 7244 [ Concrete Beam ··· Description : 9·.o· Concrete Wall Detailed Shear Information Span Distance 'd' Load Combination + 1.20D+L+O.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.200+ L +0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+l+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+l +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1 .20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1 .90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E + 1.90H + 1.20D+L+0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+l +0.20S+E + 1.90H Number (ft) (in) 2.16 5.00 2.19 5.00 2.21 5.00 2.23 5.00 2.25 5.00 2.28 5.00 2.30 5.00 2.32 5.00 2.35 5.00 2.37 5.00 2.39 5.00 2.41 5.00 2.44 5.00 2.46 5.00 2.48 5.00 2.50 5.00 2.53 5.00 2.55 5.00 2.57 5.00 2.60 5.00 2.62 5.00 2.64 5.00 2.66 5.00 2.69 5.00 2.71 5.00 2.73 5.00 2.76 5.00 2.78 5.00 2.80 5 00 2.82 5.00 2.85 5.00 2.87 5.00 2.89 5.00 2.91 5.00 2.94 5.00 2.96 5.00 2.98 3.01 3.03 3.05 3.07 3.10 3.12 3.14 3.16 3.19 3.21 3.23 3.26 3.28 3.30 3.32 3.35 3.37 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 Vu (k) Actual Design 0.64 0.64 0.63 0.63 0.63 0.63 0.63 0.63 0.62 0.62 0.62 0.62 0,62 0.62 0.61 0.61 0.61 0.61 0.61 0.61 0.60 0.60 0.60 0.60 0.59 0.59 0.59 0.59 0.59 0.59 0.58 0.58 0.58 0.58 0.58 0.58 0.57 0.57 0.57 0.57 0.57 0.57 0.56 0.56 0.56 0.56 0.56 0.56 0.55 0.55 0.55 0.55 0.55 0.55 0.54 0.54 0.54 0.54 0.53 0.53 0.53 0.53 0.53 0.53 0.52 0.52 0.52 0.52 0.52 0.52 0.51 0.51 0.51 0.51 0.50 a.so a.so 0.49 0.49 0.48 0.48 0.48 0.47 0.47 0.47 0.46 0.46 0.46 0.45 0.45 0.51 0.51 0.50 0.50 0.50 0.49 0.49 0.48 0.48 0.48 0.47 0.47 0.47 0.46 0.46 0.46 0.45 0.45 Project Title: Lincoln Residence Engineer: Amir Deihimi Project ID: 80088 Project Descr: Printed: 6 MAY 2019. 9:16AM File= C:IDRQPB0-1\COREOR-1\projects\core\80088\0~-STR-1\03-ENG-1\01•M00-1\80088.ec6 , 1 Mu (k-fi) 1.74 1.76 1.77 1.79 1.80 1.82 1.83 1 84 1.86 1.87 1.89 1.90 1.91 1.93 1.94 1.95 1.97 1.98 1.99 2 01 2.02 2.03 2.04 2.06 2.07 2.08 2.09 2.11 2.12 2.13 2.14 2.16 2.17 2.18 2.19 2.20 2.21 2.23 2.24 2.25 2.26 2.27 2.28 2.29 2.30 2.32 2.33 2.34 2.35 2.36 2.37 2.38 2.39 2.40 d"Vu/Mu 0.15 0.15 0.15 0.15 0.14 0.14 0.14 0.14 0.14 0.13 0.13 0.13 0.13 0 13 0,13 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.11 0.11 0.11 0.11 0.11 0.1 1 0.11 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.08 0.08 0.08 008 0.08 0.08 0.08 0.08 Software copy( t l:'NERCALC, INC. 1983-2018, Buifd:10.18.10,30 , Phi.Ve (k) 4.36 4.36 4.36 4.36 4.36 4.36 4.36 4.36 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.34 4.34 4.34 4.34 4.34 4.34 4.34 4.34 4.34 4.34 4.34 4.34 4.34 4.33 4.33 4.33 4.33 4.33 4.33 4.33 4.33 4.33 4.33 4.33 4.33 4.33 4.33 4.32 4.32 4.32 4.32 4.32 4.32 4.32 4.32 4.32 Comment Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu < PhiVd2 Vu< PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu< PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu< PhiVd2 Vu < PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu < PhiVd2 Vu< PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu< PhiVd2 Vu < PhiVd2 Vu< PhiVd2 Vu < PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Phi"Vs (k) lot Reqd 11., lot Reqd 11., lot Reqd 11 ·' lot Reqd 11 .' lot Reqd 11.' lot Reqd 11., lot Reqd 11., lot Reqd 11.1 lot Reqd 11 .' lot Reqd 11 ., lot Reqd 11 .' lot Reqd 11., lot Reqd 11.t lot Reqd 11.L lot Reqd 11.1 lot Reqd 11 ·' lot Reqd 11.' lot Reqd 11.L lot Reqd 11 ., lot Reqd 11., lot Reqd 11.L lot Reqd 11.L lot Reqd 11.' lot Reqd 11.1 lot Reqd 11., lot Reqd 11 ., lot Reqd 11 ·' lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11 ., lot Reqd 11.' lot Reqd 11 ., lot Reqd 11.' lot Reqd 11.L lot Reqd 11., lot Reqd 11.1 lot Reqd 11 ., lot Reqd 11., lot Reqd 11.L lot Reqd 11., lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11., lot Reqd 11.' lot Reqd 11 .' lot Reqd 11., lot Reqd lV lot Reqd 11.' lot Reqd 11 ., lot Reqd 11.1 lot Reqd 11.' lot Reqd 11.1 lot Reqd 11.' Phi·vn Spacing (in) (k) Req'd Suggest 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0,0 0.0 4.3 0.0 0.0 4.3 0.0 0,0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 o.o a.a 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0,0 4.3 0.0 0.0 u a.a a.a 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 a.a o.o 4.3 a.a a.a 4.3 0.0 0.0 4.3 o.o a.a 4.3 0.0 0.0 4,3 0.0 0.0 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 a.a 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 a.a 0.0 0.0 0.0 0.0 0.0 0.0 0.0 a.a 0.0 0.0 0.0 0.0 0.0 0.0 C RE Core Structure. Inc. 23172 Plaza Pointe Drive Suite 145 Laguna Hills. CA 92653 949-954-7244 Concrete Beam Description : 9'-0" Concrete Wall Detailed Shear Information Span Number Distance 'd' Load Combination + 1.20D+L+0.Z0S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E+ 1.90H + 1.20D+L+0.Z0S+E + 1.90H + 1.20D+L+0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.Z0S+E+ 1.90H + 1.20D+L +0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E + 1.90H + 1.20D+L +0 20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E + 1.90H + 1.20D+L +0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1 .90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1 .20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H (ft) (in) 3.39 5.00 3.42 5.00 3.44 5.00 3.46 5.00 3.48 5.00 3.51 5.00 3.53 5.00 3.55 5.00 3.57 5.00 3.60 5.00 3.62 5.00 3.64 5.00 3.67 5.00 3.69 5.00 3. 71 5.00 3.73 5.00 3.76 5.00 3.78 5.00 3.80 5.00 3.83 5.00 3.85 5.00 3.87 5.00 3 89 5.00 3.92 5.00 3.94 5.00 3.96 5.00 3.98 5.00 4.01 5.00 4.03 5.00 4.05 5.00 4.08 5.00 4.10 5.00 4.12 5.00 4.14 5.00 4.17 5.00 4.19 5.00 4.21 5.00 4.23 5.00 4.26 5.00 4.28 5.00 4.30 5.00 4.33 5.00 4.35 5.00 4.37 5.00 4.39 5.00 4.42 5.00 4.44 5.00 4.46 5.00 4.49 5.00 4.51 5.00 4.53 5.00 4.55 5.00 4.58 5 00 4.60 5.00 Vu (k) Actual Design 0.45 0.45 0.44 0.44 0.44 0.44 0.44 0.44 0.43 0.43 0.43 0.43 0.42 0.42 0.42 0.42 0.42 0.42 0.41 0.41 0.41 0.41 0.41 0.41 0.40 0.40 0.40 0.40 0.40 0.40 0.39 0.39 0.39 0.39 0.39 0.39 0.38 0.38 0.38 0.38 0.37 0.37 0.37 0.37 0.37 0.37 0.36 0.36 0.36 0.36 0.36 0.36 0.35 0.35 0.35 0.35 0.35 0.35 0.34 0.34 0.34 0.34 0.34 0.34 0.33 0.33 0.33 0.33 0.33 0.33 0.32 0.32 0.32 0.32 0.31 0.31 0.31 0.31 0.31 0.31 0.30 0.30 0.30 0.30 0.30 0 30 0.29 0.29 0.29 0.29 0.29 0.29 0.28 0.28 0.28 0.28 0.28 0.28 0.27 0.27 0.27 0.27 0.26 0 26 0.26 0.26 0.26 0.26 Project Title: Lincoln Residence Engineer: Amir Deihimi Project ID: 80088 Project Descr: Printed: 6 MAY 2019. 9:16AM File~ C:\DROPB0-1\COREDR-1\p!ojects\core\80088102-S'TR~1\03-ENG01\01-MOD-1\80088.ec6 . Mu (k-ft) 2.41 2.42 2.43 2.44 2.45 2.46 2.47 2.48 2.49 2.50 2.51 2.52 2.53 2.54 2.54 2.55 2.56 2.57 2.58 2.59 2.60 2.61 2.61 2.62 2.63 2.64 2.65 2.65 2.66 2.67 2.68 2.69 2.69 2.70 2.71 2.72 2.72 2.73 2.74 2.74 2.75 2.76 2.76 2.77 2.78 2.78 2.79 2.80 2.80 2.81 2.82 2.82 2.83 2.83 d"Vu/Mu 0.08 0.08 0.08 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0 07 0.07 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 Software cop ight ENERCALC, INC.1983-2018. Boitd:10.18.10.30 . Phi"Vc (k) 4.32 4.32 4.32 4.32 4.32 4.32 4.32 4.32 4.32 4.32 4.31 4.31 4.31 4.31 4.31 4.31 4.31 4.31 4.31 4.31 4.31 4.31 4.31 4.31 4.31 4.31 4.31 4.31 4.31 4.31 4.31 4.31 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 Comment Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu< PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu< PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu< PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu< PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu< PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Phi"Vs Phi'Vn Spacing (in) _(k_) __ (_k) __ Req'd Suggest lot Reqd 11.' 4.3 0.0 0.0 lot Reqd 11 .' 4.3 0.0 0.0 lot Reqd 11 _1 4.3 0.0 0.0 lot Reqd 11.' 4.3 0.0 0.0 lot Reqd 11 ·' 4.3 0.0 0.0 lot Reqd 11; 4.3 0.0 0.0 lot Reqd 11 ., 4.3 0.0 0.0 lot Reqd 11 _1 4.3 0.0 0.0 lot Reqd 11 _1 4.3 0.0 0.0 lot Reqd 11 ., 4.3 0.0 0.0 lot Reqd 11 _1 4.3 0.0 0.0 lot Reqd 11.1 4.3 0.0 0.0 lot Reqd 11.' 4.3 0.0 0.0 lot Reqd 11 ·' 4.3 0.0 0.0 lot Reqd 11., 4.3 0.0 0.0 lot Reqd 11., 4.3 0.0 0.0 lot Reqd 11.' 4.3 0.0 0.0 lot Reqd 11 _1 4.3 0.0 0.0 lot Reqd 11.' 4 .3 0.0 0.0 lot Reqd 11.' 4.3 0.0 0.0 lot Reqd 11; 4.3 0.0 0.0 lot Reqd 11 _1 4.3 0.0 0.0 lot Reqd 11 J 4.3 0.0 0.0 lot Reqd 11-' 4.3 0.0 0.0 lot Reqd 11 .I 4.3 0.0 0.0 lot Reqd 11-' 4.3 0.0 0.0 lot Reqd 11., 4.3 0.0 0.0 lot Reqd 11-' 4.3 0.0 0.0 lot Reqd 11 ·' 4.3 0.0 0.0 lot Reqd 11-' 4.3 0.0 0.0 lot Reqd 11-' 4.3 0.0 0.0 lot Reqd 11-' 4.3 0.0 0.0 lot Reqd 11.< 4.3 0.0 0.0 lot Reqd 11 .' 4.3 0.0 0.0 lot Reqd 11.< 4.3 0.0 0.0 lot Reqd 11 ·' 4.3 0.0 0.0 lot Reqd 11-' 4.3 0.0 0.0 lot Reqd 11 ., 4.3 0.0 0.0 lot Reqd 11.< 4.3 0.0 0.0 lot Reqd 11 ., 4.3 0.0 0.0 lot Reqd 11-' 4.3 0.0 0.0 lot Reqd 11 ., 4.3 0.0 0.0 lot Reqd 11., 4.3 0.0 0.0 lot Reqd 11., 4.3 0.0 0.0 lot Reqd 11., 4.3 0.0 0.0 lot Reqd 11 J 4.3 0.0 0.0 lot Reqd 11-' 4.3 0.0 0.0 lot Reqd 11,, 4.3 0.0 0.0 lot Reqd 11 ., 4.3 0.0 0.0 lot Reqd 11 J 4.3 0.0 0.0 lot Reqd 11 ·' 4.3 0.0 0.0 lot Reqd 11.1 4.3 0.0 0.0 4 .30 Vu < PhiVd2 lot Reqd 11., 4.3 4.3 0.0 0.0 4.30 Vu< PhiVd2 lot Reqd 11.' 0.0 0.0 C RE Core Structure, Inc. 23172 Plaza Pointe Drive Suite 145 Laguna Hills, CA 92653 949-954-7244 [ Concrete Beam I .,t I• t Description : 9'-0" Concrete Wall Detailed Shear Information Span Distance 'd' Load Combination + 1.20D+L+0~20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1 .20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H + 1 .20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1 .20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+l+0.20S+E+ 1 .90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E+ 1.90H + 1.20D+L +0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H Number (ft) (in) 4.62 5.00 4.64 5.00 4.67 5.00 4.69 5.00 4.71 5.00 4.74 5.00 4.76 5 00 4.78 5.00 4.80 5.00 4.83 5.00 4.85 5.00 4.87 5.00 4.90 5.00 4.92 5.00 4.94 5.00 4.96 5.00 4.99 5.00 5.01 5.00 5.03 5.00 5.05 5.00 5.08 5.00 5.10 5.00 5.12 5 00 5.15 5.00 5.17 5.00 5.19 5.00 5.21 5.00 5.24 5.00 5.26 5.00 5.28 5.00 5.31 5.00 5.33 5.00 5.35 5.00 5.37 5.00 5.40 5.42 5.44 5.46 5.49 5.51 5.53 5.56 5 58 5.60 5.62 5.65 5.67 5.69 5.71 5.74 5.76 5.78 5.81 5.83 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 500 5.00 5.00 5.00 Vu (k) Actual Design 0 25 0.25 0.25 0.25 0.25 0.25 0.24 0.24 0.24 0.24 0.24 0.24 0.23 0.23 0.23 0.23 0.23 0.23 0.22 0.22 0.22 0.22 0.21 0.21 0.21 0.21 0.21 0.21 0.20 0.20 0.20 0.20 0.20 0.20 0.19 0.19 0.19 0.19 0.19 0.19 0.18 0.18 0.18 0.18 0.18 0.18 0.17 0.1 7 0.17 0.17 0.17 0.17 0.16 0.16 0.16 0.1 6 0.15 0.15 0.15 0.15 0.1 5 0.15 014 0.14 0.14 0.14 0.14 0.14 0.1 3 0.13 0.13 0.12 0.12 0.12 0.11 0.11 0.10 0.10 0.10 0.09 0.09 0.09 0.08 0.08 0.08 0.07 0.07 0.07 0.13 0.1 3 013 0.12 0.12 0.1 2 0.11 0.11 0.10 0.10 0.10 0.09 0.09 0.09 0.08 0.08 0.08 0.07 0.07 0.07 Project Title: Lincoln Residence Engineer: Amir Deihimi Project ID: 80088 Project Descr: Printed: 6 MAY 2019. 9:16AM file = C:\OROPBO-1\CO~EDJH\plojects\core\80088\02-STR-1\Q3.ENG.:1\01 ·MOD-1\80088,ec6 , Soltware copyright ENERCALC, INC. 1983-2018, 8uild:10.18J0.30 . Mu d·Vu/Mu (k-ft) 2.84 0.04 2.85 0.04 2 85 0.04 2.86 0.04 2.86 0.03 2.87 0.03 2.87 0.03 2.88 0.03 2.88 0.03 2.89 0.03 2.89 0.03 2.90 0.03 2.90 0.03 2.91 0.03 2.91 0.03 2.92 0.03 2.92 0.03 2.93 0.03 2.93 0.03 2.94 0.03 2.94 0.03 2.94 0.03 2.95 0.02 2.95 0.02 2.96 0.02 2.96 0.02 2.96 0.02 2.97 0.02 2.97 0.02 2.97 0.02 2.98 0.02 2.98 0.02 2.98 0.02 2.99 0.02 2.99 2.99 3.00 3.00 3.00 3.00 3.01 3.01 3.01 3.01 3.02 3 02 3.02 3.02 3.02 3.03 3.03 3.03 3.03 3.03 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.01 O.D1 0.01 0.01 0.01 0.01 0.01 0.01 0.01 O.D1 0.01 0.01 0.01 Phi.Ve (k) 4.30 4.30 4.30 4.30 4.30 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 Comment Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu< PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu< PhiVd2 Vu < PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu < PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu< PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Phi.Vs (k) lot Reqd 11.1 lot Reqd 11 .1 lot Reqd 11 ., lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.' lot Reqd 11.' lot Reqd 11.' lot Reqd 11.' lot Reqd 11.' lot Reqd 11.' lot Reqd 11.1 lot Reqd 11 .' lot Reqd 11.' lot Reqd 11.' lot Reqd 11.' lot Reqd 11.' lot Reqd 11.' lot Reqd 11.' lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.' lot Reqd 11.' lot Reqd 11.' lot Reqd 11.1 lot Reqd 11.' lot Reqd 11.' lot Reqd 11.' lot Reqd 11., lot Reqd 11. 1 lot Reqd 11., lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11 .1 lot Reqd 11.' lot Reqd 11 .' lot Reqd 11.' lot Reqd 11.1 lot Reqd 11.' lot Reqd 11.1 lot Reqd 11 ·' lot Reqd 11.' lot Reqd 11.' lot Reqd 11.' lot Reqd 11.' lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.' lot Reqd 11.1 lot Reqd 11.' lot Reqd 11.' Phi·vn Spacing (in) (k) Req'd Suggest 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4 3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 C RE Core Structure, Inc. 23172 Plaza Pointe Drive Suite 145 Laguna Hills, CA 92653 949.954. 7244 [ Concrete Beam t ♦ • Description : 9' -o· Concrete Wall Detailed Shear Information Span Distance 'd' Load Combination + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.Z0D+L+0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E+ 1.90H + 1.20D+L +0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1 .20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H Number (ft) (in) 5.85 5.00 5.87 5.00 5.90 5.00 5.92 5.94 5.97 5.99 6.01 6.03 606 6.08 6.10 6.12 6.15 6.17 6.19 6.22 6.24 6.26 6.28 6.31 6.33 6.35 6.38 6.40 6.42 6.44 6.47 6.49 6.51 6.53 6.56 6.58 6.60 6.63 6.65 6.67 6.69 6.72 6.74 6.76 6.79 6.81 6.83 6.85 6.88 6.90 6.92 6.94 6.97 6.99 7.01 7.04 7.06 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 500 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5 00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 Vu Actual 0.06 0.06 0.06 0.05 0.05 0.04 0.04 0.04 0.03 0,03 0.03 0.02 0.02 0.02 0.0, 0.0, 0.01 0.00 -0.00 -0.01 -0.01 -0.01 -0.02 -0.02 -0.02 -0.03 -0.03 -0.03 -0.04 -0,04 -0.04 -0.05 -0.05 -0.06 -0.06 -0.06 -0.07 -0.07 -0,07 -0.08 -0.08 -0.08 -0.09 -0.09 -0.09 -0,10 -0.10 -0.10 -0.11 -0.11 -0.12 -0.12 -0.12 -0.13 (k) Design 0.06 0.06 0.06 0.05 0.05 0.04 0.04 0.04 O.D3 0.03 O.Q3 0.02 0.02 0.02 0.01 0.01 0.01 0.00 0.00 0.01 0.01 0.0, 0.02 0.02 0.02 0.03 0.03 0.03 0.04 0.04 0.04 0.05 0.05 0.06 0.06 0.06 0.07 0.07 0.07 0.08 0.08 0.08 0.09 0.09 0.09 0.10 0.10 0.10 0.11 0.11 0.12 0.12 0.12 0.13 Project Title: Lincoln Residence Engineer: Amir Deihimi Project ID: 80088 Project Descr: Printed: 6 MAY 2019. 9:16AM File= C:\DROPB0-1\COREDR-1\projects\core\80088\02-STR-1\03-ENG-1\01-MOD-1\80088.ec6 . Mu (k-ft) 3.03 3.04 3.04 3.04 3.04 3.04 3.04 3.04 3.04 3.04 3.04 3.05 3.05 3.05 3.05 3.05 3.05 3.05 3.05 3.05 3.05 3.05 3.05 3.05 3.05 3.04 3.04 3.04 3.04 3.04 3.04 3.04 3.04 3.04 3.04 3.03 3.03 3.03 3.03 3.03 3.03 3.02 3.02 3.02 3.02 3.02 3.01 3.01 3.01 3.01 3.00 3.00 3.00 3.00 d"Vu/Mu 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.0, 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.0, 0.01 0.01 0.01 0.02 0.02 0.02 0.02 0.02 0.02 Software COJ)Yli hi EN(RCALC, INC. 1983-2018, Birikln0.18.10.30 . Phi'Vc (k) 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.28 4.29 Comment Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu < PhiVc/2 Vu< PhiVc/2 Vu < PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu < PhiVc/2 Vu < PhiVc/2 Vu< PhiVc/2 Vu < PhiVc/2 Vu < PhiVc/2 Vu < PhiVc/2 Vu < PhiVc/2 Vu < PhiVc/2 Vu < PhiVc/2 Vu < PhiVc/2 Vu < PhiVc/2 Vu< PhiVc/2 Vu < PhiVc/2 Vu< PhiVc/2 Vu < PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu < PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu < PhiVc/2 Vu < PhiVc/2 Vu < PhiVc/2 Vu < PhiVc/2 Vu < PhiVc/2 Vu < PhiVc/2 Vu < PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu < PhiVc/2 Vu < PhiVc/2 Vu < PhiVc/2 Vu < PhiVc/2 Vu< PhiVc/2 Phi'Vs (k) lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.' lot Reqd 11.1 lot Reqd 11 .1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11 ·' lot Reqd 11 ·' lot Reqd 11.1 lot Reqd 11.' lot Reqd 11., lot Reqd 11.' lot Reqd 11.' lot Reqd 11.1 lot Reqd 11.' lot Reqd 11.' lot Reqd 11.1 lot Reqd 11 .1 lot Reqd 11.' lot Reqd 11.' lot Reqd 11.1 lot Reqd 11.1 lotReqd 11.' lot Reqd 11.' lot Reqd 11 .1 lot Reqd 11.1 lot Reqd 11.' lot Reqd 11.' lot Reqd 11.' lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11 .1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11 ., lot Reqd 11., lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11 ·' lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.' lot Reqd 11 .1 lot Reqd 11 .1 lot Reqd 11 .1 lot Reqd 11 .' lot Reqd 11.' lot Reqd 11 .1 lot Reqd 11.1 lot Reqd 11.' lot Reqd 11.' lot Reqd 11.' Phi'Vn Spacing {in) (k) Req'd Sugg~ 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 C RE Core Structure, Inc. 23172 Plaza Pointe Drive Suite 145 Laguna Hills, CA 92653 949-954-7244 Concrete Beam Description : 9' -0" Concrete Wall Detailed Shear Information Span Distance 'd' Load Combination + l .20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + l .20D+L+0.20S+E+ 1.90H + l .20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + l .20D+L+0.20S+E + 1.90H + l .20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + l .20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E+ 1.90H + 1.20D+L +0.20S+E+ 1.90H + 1.20D+L +0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + l .20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1 .90H + 1.20D+L+0.20S+E+ 1.90H + l .20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + l .20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + l .20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E+ 1.90H + 1.20D+L +0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E+ 1.90H + 1.20D+l+0.20S+E+ 1.90H + l .20D+L+0.20S+E + 1.90H + l .20D+l+0.20S+E+ 1.90H + l .20D+L+0.20S+E+ 1.90H Number (ft) (in) 7.08 5.00 7.10 5.00 7.13 5.00 7.15 5.00 7.17 5.00 7.19 5.00 7.22 5.00 7.24 5.00 7.26 5.00 7.29 5.00 7.31 5.00 7.33 5.00 7.35 5.00 7.38 5.00 7.40 5.00 7.42 5.00 7.45 5.00 7.47 5.00 7.49 7.51 7.54 7.56 7.58 7.60 7.63 7.65 7.67 7.70 7.72 7.74 7.76 7.79 7.81 7.83 7.86 7.88 7.90 7.92 7.95 7.97 7.99 8.01 8.04 806 808 8.11 813 8.15 8.17 8.20 8.22 8.24 8.27 8.29 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 Vu (k) Actual Design -0.13 0.13 -0.13 0.13 -0.14 0.14 -0.14 0.14 -0.14 0.14 -0.15 0.15 -0.15 0.15 -0.15 0.15 -0.16 0.16 -0.16 0.16 -0.17 0.17 -0.17 0.17 -0.17 0.17 -0.18 0.18 -0.18 0.18 -0.18 0.18 -0.19 0.19 -0.19 0.19 -0.19 -0.20 -0.20 -0.20 -0.21 -0.21 -0.21 -0.22 -0.22 -0.23 -0.23 -0.23 -0.24 -0.24 -0.24 -0.25 -0.25 -0.25 -0.26 -0.26 -0.26 -0.27 -0.27 -0.28 -0.28 -0.28 -0.29 -0.29 -0.29 -0.30 -0.30 -0.30 -0.31 -0.31 -0.31 -0.32 0.19 0.20 0.20 0.20 0.21 0.21 0.21 0.22 0.22 0.23 0.23 0.23 0.24 0.24 0.24 0.25 0.25 0.25 0.26 0.26 0.26 0.27 0.27 0.28 0.28 0.28 0.29 0.29 0.29 0.30 0.30 0.30 0.31 0.31 0.31 0.32 Project Title: Lincoln Residence Engineer: Amir Deihimi Project ID: 80088 Project Descr: Printed: 6 MAY 2019. 9:16AM rile= C:IDROPB0-1\COREOR-1\projects\core\80088\02·STR-1\03•ENG-1\01-MOD-1\80088.ec6 , Software copyright ENERCALC, INC. 198:l-2018, Bulld:10.18, 10.30 . Mu (k-ft) 2.99 2.99 2.99 2.98 2.98 2.98 2.97 2.97 2.97 2.96 2.96 2.96 2.95 2.95 2.94 2.94 2.94 2.93 2.93 2.92 2.92 2.91 2.91 2.90 2.90 2.89 2.89 2.88 2.88 2.87 2.87 2.86 2.86 2.85 2.85 2.84 2.83 2.83 2.82 2.82 2.81 2.80 2.80 2.79 2.78 2.78 2.77 2.76 2.76 2.75 2.74 2.74 2.73 2.72 d'Vu/Mu 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.05 0.05 0.05 0.05 0.05 0.05 Phi"Vc (k) 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.29 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 Comment Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu< PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu< PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu< PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Phi"Vs (k) lot Reqd 11.t lot Reqd 11.' lotReqd 11.< lotReqd 11.< lot Reqd 11.' lot Reqd 11.' lot Reqd 11.t lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.< lot Reqd 11 ,I lot Reqd 11.< lot Reqd 11.1 lot Reqd 11.< lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lotReqd 11.< lot Reqd 11.1 lot Reqd 11 .1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd l l .1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.' lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11 .1 lot Reqd 11.1 lot Reqd 11.< lot Reqd 11 .I lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11 .1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.' lot Reqd 11 .I Phi"Vn Spacing (in) (kl Req'd Suggest 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 C RE Description : Core Structure, Inc. 23172 Plaza Pointe Drive Suite 145 Laguna Hills, CA 92653 949-954-7244 9'-0" Concrete Wall Detailed Shear Information Span Distance 'd' Load Combination + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1 .20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1 .20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1 .20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1 .90H + 1.20D+L +0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H + 1 .20D+L +0.20S+E + 1.90H Number (ft) (in) 8.31 5.00 8.33 5.00 8.36 5.00 8.38 5.00 8.40 5.00 8.42 5.00 8.45 5.00 8.47 5.00 8.49 5.00 8.52 5.00 8.54 5.00 8.56 5.00 8.58 5.00 8.61 5.00 8.63 5.00 8 65 5.00 8.67 5.00 8.70 5.00 872 5.00 8.74 5.00 8.77 5.00 8.79 5.00 8.81 5.00 8.83 5.00 8.86 5.00 8.88 5.00 8.90 5.00 8.93 5.00 8.95 8.97 8.99 9.02 9.04 9.06 9.08 911 9.13 9.15 9.18 9.20 9.22 9.24 9.27 9.29 9.31 9.34 9.36 9.38 9.40 9.43 9.45 9.47 9.49 9.52 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 Vu (kl Actual Design -0.32 0.32 -0.33 0.33 -0.33 0.33 -0.33 0.33 -0.34 0.34 -0.34 0.34 -0.34 0.34 -0.35 0.35 -0.35 0.35 -0.35 0.35 -0.36 0.36 -0.36 0.36 -0.36 0.36 -0.37 0.37 -0.37 0 37 -0.37 0.37 -0.38 0.38 -0.38 0.38 -0.39 0.39 -0.39 0.39 -0.39 0.39 -0.40 0.40 -0.40 0.40 -0.40 0.40 -0.41 0.41 -0.41 0.41 -0.41 0.41 -0.42 0.42 -0.42 -0.42 -0.43 -0.43 -0.44 -0.44 -0.44 -0.45 -0.45 -0.45 -0.46 -0.46 -0.46 -0.47 -0.47 -0.47 -0.48 -0.48 -0.48 -0.49 -0.49 -0.50 -0.50 -0.50 -0.51 -0.51 0.42 0.42 0.43 0.43 0.44 0.44 0.44 0.45 0.45 0.45 0.46 0.46 0.46 0.47 0.47 0.47 0.48 0.48 0.48 0.49 0.49 0.50 0.50 0.50 0.51 0.51 Project Title: Lincoln Residence Engineer: Amir Deihimi Project ID: 80088 Project Descr: Primed: 6 MAY 2019. 9:16AM File: C:\DROP80-1\COREDR-1\projects\core\80088\02-STR-1\03~E'N<>-1I01-MO0-1\80088.ec6 • Sofiware copyri hi ENERCAlC, INC. 1983-2018, 8\Jikl:10.18.10.30 , Mu (k-ft) 2.72 2.71 2.70 2.69 2.69 2.68 2.67 2.66 2.65 2.65 2.64 2.63 2.62 2.61 2.61 2.60 2.59 2.58 2.57 2.56 2.55 2.54 2.54 2.53 2.52 2.51 2.50 2.49 2.48 2.47 2.46 2.45 2.44 2.43 2.42 2.41 2.40 2.39 2.38 2.37 2.36 2.35 2.34 2.33 2.32 2.30 2.29 2.28 2.27 2.26 2.25 2.24 2.23 2.21 d"Vu/Mu 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.06 006 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.10 Phi"Vc (k) 4.30 4.30 4.30 4.30 4.31 4.31 4.31 4.31 4.31 4.31 4.31 4.31 4.31 4.31 4.31 4.31 4.31 4.31 4.31 4.31 4.31 4.31 4.31 4.31 4.31 4.31 4.32 4.32 4.32 4.32 4.32 4.32 4.32 4.32 4.32 4.32 4.32 4.32 4.32 4.32 4.32 4.32 4.32 4.32 4.32 4.33 4.33 4.33 4.33 4.33 4.33 4.33 4.33 4.33 Comment Vu< PhiVc/2 Vu < PhiVc/2 Vu< PhiVc/2 Vu < PhiVc/2 Vu< PhiVrJ2 Vu < PhiVc/2 Vu < PhiVc/2 Vu < PhiVrJ2 Vu< PhiVc/2 Vu< PhiVc/2 Vu < PhiVc/2 Vu < PhiVrJ2 Vu< PhiVrJ2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVrJ2 Vu < PhiVrJ2 Vu < PhiVc/2 Vu < PhiVc/2 Vu < PhiVc/2 Vu < PhiVrJ2 Vu< PhiVrJ2 Vu < PhiVc/2 Vu < PhiVrJ2 Vu < PhiVrJ2 Vu < PhiVrJ2 Vu < PhiVc/2 Vu < PhiVrJ2 Vu < PhiVrJ2 Vu < PhiVc/2 Vu < PhiVrJ2 Vu < PhiVc/2 Vu< PhiVrJ2 Vu < PhiVc/2 Vu < PhiVc/2 Vu < PhiVrJ2 Vu< PhiVrJ2 Vu< PhiVrJ2 Vu < PhiVc/2 Vu < PhiVc/2 Vu < PhiVrJ2 Vu < PhiVrJ2 Vu < PhiVrJ2 Vu < PhiVc/2 Vu < PhiVrJ2 Vu < PhiVc/2 Vu < PhiVrJ2 Vu < PhiVc/2 Vu < PhiVrJ2 Vu < PhiVc/2 Vu < PhiVrJ2 Vu < PhiVc/2 Vu < PhiVrJ2 Vu < PhiVrJ2 Phi"Vs (k) lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11 ·' lot Reqd 11.1 lot Reqd 11., lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lotReqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11 ,1 lot Reqd 11,1 lot Reqd 11.1 lot Reqd 11 .1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11,1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11., lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 Phi"Vn (k) 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 Spacing (in) Req'd Suggest 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 C RE Core Structure. Inc. 23172 Plaza Pointe Drive Suite 145 Laguna Hills, CA 92653 949-954-7244 Concrete Beam Description : 9'-0" Concrete Wall Detailed Shear Information Span Distance 'd' Load Combination + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.200+L+0.20S+E+ 1.90H + 1.200+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.200+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E+ 1.90H + 1.200+L +0.20S+E + 1.90H + 1.200+L+0.20S+E+ 1.90H + 1.200+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.200+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E + 1.90H + 1.200+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.200+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.200+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.200+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E + 1.90H + 1.200+L +0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.200+L+0.20S+E+ 1.90H Number (ft) (in) 9.54 5.00 9.56 5.00 9.59 5.00 9.61 5.00 9.63 5.00 9.65 5.00 9.68 5.00 9.70 5.00 9.72 5.00 9.74 5.00 9.77 5.00 9.79 5.00 9.81 5.00 9.84 5.00 9.86 5 00 9.88 5.00 9.90 5.00 9.93 5.00 9.95 5.00 9.97 5.00 1000 5.00 10.02 5.00 10.04 5.00 10.06 5 00 10.09 5.00 10.11 5.00 10.13 5.00 10.15 5.00 10.18 10.20 10.22 10.25 10.27 10.29 10.31 10.34 10.36 10.38 10.41 10.43 10.45 10.47 10.50 10.52 10.54 10.56 10.59 10.61 10.63 10.66 10.68 10.70 10.72 10.75 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5 00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 Vu (k) Actual Design -0.51 0.51 -0.52 0.52 -0.52 0.52 -0.52 0.52 -0.53 0.53 -0.53 0.53 ·0.53 0.53 -0.54 0.54 -0.54 0.54 -0.55 0.55 -0.55 0.55 -0.55 0.55 -0.56 0.56 -0.56 0.56 -0.56 0.56 -0.57 0 57 -0.57 0.57 -0.57 0.57 -0.58 0.58 -0.58 0.58 -0.58 0.58 -0.59 0.59 -0.59 0.59 -0.59 0.59 -0.60 0.60 -0.60 0.60 -0.61 0.61 -0.61 0.61 -0.61 -0.62 -0.62 -0.62 -0.63 -0.63 -0.63 -0.64 -0.64 -0.64 -0.65 -0.65 -0.66 -0.66 -0.66 -0.67 -0.67 -0.67 -0.68 -0.68 -0.68 -0.69 -0.69 -0.69 -0.70 -0.70 0.61 0.62 0.62 0.62 0.63 0.63 0.63 0.64 0.64 0.64 0.65 0.65 0.66 0.66 0.66 0.67 0.67 0.67 0.68 0.68 0.68 0.69 0.69 0.69 0.70 0.70 Project Title: Lincoln Residence Engineer: Amir Deihimi Project ID: 80088 Project Descr: Primed: 6 MAY 2019. 9:16AM File • C:\JJROP80•11COREOR-1\projects\core\80088\02-STR-1\03·EIIIG-1\01 ·M00· 1\80088,ec6 , Software cop ighl EIIIERCALC, INC. 1983-2018. Builo:10.18.10.30 . Mu (k-ft) 2.20 2.19 2.18 2.17 2.16 2.14 2.13 2.12 2.11 2.09 208 2.07 2.06 2.04 2.03 2.02 2.01 1.99 1.98 1 .97 1.95 1.94 1.93 1.91 1.90 1.89 1.87 1.86 1.84 1.83 1.82 1.80 1.79 1.77 1.76 1.74 1.73 1.71 1.70 1.69 1.67 1.66 1.64 1.63 1.61 1.59 1.58 1.56 1.55 1.53 1.52 1.50 1.49 1.47 d"Vu/Mu 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.13 0.13 0.13 0.13 0.13 0.13 0.14 0.14 0.14 0.14 0.14 0.15 0.15 0.15 0.15 0.15 0.16 0.16 0.16 0.16 0.17 0.17 0.17 0.17 0.18 0.18 0.18 0.18 0.19 0.19 0.19 0.20 0.20 Phi'Vc (k) 4.33 4.33 4.33 4.33 4.33 4.34 4.34 4.34 4.34 4.34 4.34 4.34 4.34 4.34 4.34 4.34 4.34 4.34 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.36 4.36 4.36 4.36 4.36 4.36 4.36 4.36 4.36 4.37 4.37 4.37 4.37 4.37 4.37 4.37 4.38 4.38 4.38 4.38 4.38 4.38 4.39 4.39 4.39 4.39 Comment Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu< PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu< PhiVd2 Vu < PhiVd2 Vu< PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu < PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu< PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Phi"Vs (k) lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11., lot Reqd 11., lot Reqd 11.i lot Reqd 11.i lot Reqd 11.1 lot Reqd 11.i lot Reqd 11.i lot Reqd 11.i lot Reqd 11.i lotReqd 11.i lot Reqd 11.i lot Reqd 11.i lot Reqd 11.i lotReqd 11.1 lot Reqd 11.i lot Reqd 11.i lot Reqd 11.i lot Reqd 11.i lot Reqd 11.i lot Reqd 11.i lot Reqd 11.1 lot Reqd 11.i lot Reqd 11.i lot Reqd 11.' lotReqd 11.i lot Reqd 11.i lot Reqd 11.i lot Reqd 11.i lot Reqd 11.i lot Reqd 11.i lot Reqd 11.' lot Reqd 11.1 lotReqd 11.i lot Reqd 11.i lot Reqd 11.i lot Reqd 11.i lot Reqd 11.i lot Reqd 11 ., lot Reqd 11.1 lot Reqd 11., lot Reqd 11.' lot Reqd 11.i lot Reqd 11.i lot Reqd 11.I lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11.1 Phi'Vn Spacing (in) (k) Req'd Suggest 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 C RE Core Structure, Inc. 23172 Plaza Pointe Drive Suite 145 Laguna Hills, CA 92653 949.954. 7244 Concrete Beam Description : 9'·0" Concrete Wall Detailed Shear Information Span Distance 'd' Load Combination + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L +0.20S+E + 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H + 1.20D+L+0.20S+E+ 1.90H Number (ft) (in) 1 10. 77 5.00 10.79 5.00 10.82 5.00 10.84 5.00 10.86 5.00 10.88 5.00 10.91 5.00 10.93 5.00 10.95 5.00 10.97 5.00 11.00 5.00 11.02 5.00 11.04 5.00 11.07 5.00 11.09 5.00 11.11 5.00 11.13 5.00 11.16 5.00 11.18 5.00 11.20 5.00 11.22 5.00 11.25 5.00 11.27 5.00 11.29 5.00 11.32 5.00 11.34 5.00 11.36 5.00 11.38 5.00 11.41 5.00 11.43 5.00 11.45 5.00 11.48 11.50 11.52 11.54 11.57 11.59 11.61 11.63 11.66 11.68 11.70 11.73 11.75 11.77 11.79 11.82 11.84 11.86 11.89 11.91 11.93 11.95 11.98 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 Vu (k) Actual Design -0.71 0. 71 -0. 71 0.71 -0.71 0.71 -0.72 0.72 -0.72 0.72 -0.72 0.72 -0. 73 0.73 -0.73 0. 73 -0.73 0.73 -0.74 0. 74 -0.74 0.74 -0.74 0.74 -0.75 0.75 -0.75 0.75 -0.75 0.75 -0.76 0.76 -0.76 0. 76 -0.77 0.77 -0.77 0. 77 -0.77 0.77 -0.78 0.78 -0.78 0. 78 -0.78 0. 78 -0.79 0. 79 -0.79 0.79 -0.79 0.79 -0.80 0.80 -0.80 0.80 -0.80 0.80 -0.81 0.81 -0.81 0.81 -0.82 -0.82 -0.82 -0.83 -0.83 -0.83 -0.84 -0.84 -0.84 -0.85 -0.85 -0.85 -0.86 -0.86 -0.86 -0.87 -0.87 -0.88 -0.88 -0.88 -0.89 -0.89 -0.89 0.82 0.82 0.82 0.83 0.83 0.83 0.84 0.84 0.84 0.85 0.85 0.85 0.86 0.86 0.86 0.87 0.87 0.88 0.88 0.88 0.89 0.89 0.89 Project Title: Lincoln Residence Engineer: Amir Deihimi Project ID: 80088 Project Descr: Printed: 6 MAY 2019, 9:16AM File~ C:\DROPBO-1\CORl;DR-llprojects\core\80088\02•STR-1\03-ENG-1\01-MOD-1\80088.ecG . Mu d"Vu/Mu (k-ft) 1.45 0.20 1.44 0.21 1.42 0.21 1.41 0.21 1.39 0.22 1.37 0.22 1.36 0.22 1.34 0.23 1.32 0.23 1.31 0.24 1.29 0.24 1.27 0.24 1.26 025 1.24 0.25 1.22 0.26 1.20 0.26 1.19 0.27 1.17 0.27 1.15 0.28 1.13 0.28 1.12 0.29 1.10 0.30 1.08 0.30 1.06 0.31 1.05 0.32 1.03 0.32 1.01 0.33 0.99 0.34 0.97 0.34 0.95 0.35 0.94 0.36 0.92 0.90 0.88 0.86 0.84 0.82 0.80 0.79 0.77 0.75 0.73 0.71 0.69 0.67 0.65 0.63 0.61 0.59 0.57 0.55 0.53 0.51 0.49 0.37 0.38 0.39 0.40 0.41 0.42 0.43 0.45 0.46 0.47 0.49 050 0.52 0.54 0.55 0.57 0.60 0.62 0.64 0.67 0.70 0.73 0.76 Software cop ight ENERCALC, INC.1983-2016, Build:10.16.10.30 . Phi'Vc (k) 4.39 4.39 4.40 4.40 4.40 4.40 4.40 4.41 4.41 4.41 4.41 4.42 4.42 4.42 4.42 4.43 4.43 4.43 4.44 4.44 4.44 4.45 4.45 4.45 4.46 4.46 4.47 4.47 4.48 4.48 4.49 4.49 4.50 4.50 4.51 4.51 4.52 4.53 4.53 4.54 4.55 4.56 4.57 4.58 4.59 4.60 4.61 4.62 4.63 4.65 4.66 4.68 4.70 4.72 Comment Vu < PhiVd2 Vu< PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu< PhiVd2 Vu < PhiVd2 Vu< PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu< PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Vu < PhiVd2 Phi'Vs (k) lot Reqd 11.' lot Reqd 11.' lot Reqd 11.' lot Reqd 11.' lot Reqd 11.' lot Reqd 11., lot Reqd 11.' lot Reqd 11.' lot Reqd 11.' lot Reqd 11.' lot Reqd 11.' lot Reqd 11.' lot Reqd 11J lot Reqd 11.' lot Reqd 11.' lot Reqd 11 .1 lot Reqd 11.' lot Reqd 11 .' lot Reqd 11.' lot Reqd 11 .' lot Reqd 11.' lot Reqd 11 ·' lot Reqd 11 .1 lot Reqd 11.' lot Reqd 11 ., lot Reqd 11 ., lot Reqd 11.' lot Reqd 11 .1 lot Reqd 11.' lot Reqd 11.' lot Reqd 11.' lot Reqd 11.' lot Reqd 11 .1 lot Reqd 11 .1 lot Reqd 11.' lot Reqd 11.' lot Reqd 11.' lot Reqd 11.' lot Reqd 11 .1 lot Reqd 11.1 lot Reqd 11 .1 101 Reqd 11 .1 lot Reqd 11 .1 lot Reqd 11.1 lot Reqd 11.' lot Reqd 11.1 lot Reqd 11 ., lot Reqd 11 ·' lot Reqd 11.1 lot Reqd 11.1 lot Reqd 11 .1 lot Reqd 11 ·' lot Reqd 11.' lot Reqd 11 ., Phi'Vn Spacing (in) (k) Req'd Suggest 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.5 0.0 0.0 4.5 0.0 0.0 4.5 0.0 0.0 4.5 0.0 0.0 4.5 0.0 0.0 4.5 0.0 0.0 4.5 0.0 0.0 4.5 0.0 0.0 4.5 0.0 0.0 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.6 4.6 4.6 4.6 4.6 4.6 4.6 4.6 4.6 4.7 4.7 4.7 4.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 C RE Description : Core Structure, Inc. 23172 Plaza Pointe Drive Suite 145 Laguna Hills, CA 92653 949-954-7244 9' -0" Concrete Wall Detailed Shear Information Span Distance Load Combination Number (ft) + 1.20D+L+0.20S+E+ 1.90H 12.00 + 1.20D+L+0.20S+E+ 1.90H 12.02 + 1.20D+L+0.20S+E+ 1.90H 12.04 + 1.20D+L+0.20S+E+ 1.90H 12.07 + 1.20D+L +0.20S+E+ 1 .90H 12.09 + 1.20D+L +0.20S+E + 1 .90H 12.11 + 1.20D+L+0.20S+E+ 1.90H 12.14 + 1.20D+L+0.20S+E + 1.90H 12.16 + 1 .20D+L+0.20S+E+ 1 .90H 12.18 + 1 .20D+L+0.20S+E+ 1 .90H 12.20 + 1 .20D+L +0.20S+E + 1 .90H 12.23 + 1.20D+L+0.20S+E+ 1 .90H 12.25 + 1 .20D+L+0.20S+E+ 1 .90H 12.27 + 1 .20D+L +0.20S+E + 1 .90H 12.30 + 1.20D+L+0.20S+E + 1.90H 12.32 + 1.20D+L+0.20S+E + 1.90H 12.34 + 1.20D+L+0.20S+E+ 1.90H 12.36 + 1.20D+L+0.20S+E+ 1.90H 12.39 + 1 .20D+L+0.20S+E + 1.90H 12.41 + 1.20D+L+0.20S+E+ 1 .90H 12.43 + 1.20D+L+0.20S+E+ 1.90H 12.45 + 1.20D+L+0.20S+E+ 1.90H 12.48 + 1.20D+L+0.20S+E+ 1.90H 1 12.50 'd' Vu (k) (in) Actual Design 5.00 -0.90 0.90 5.00 -0.90 0.90 5.00 -0.90 0.90 5.00 -0.91 0.91 5.00 -0.91 0.91 5.00 -0.91 0.91 5.00 -0 92 0.92 5.00 -0.92 0.92 5.00 -0.93 0.93 5.00 -0.93 0.93 5.00 -0.93 0.93 5.00 -0.94 0.94 5.00 -0.94 0.94 5.00 -0.94 0.94 5.00 -0.95 0.95 5.00 -0.95 0.95 5.00 -0.95 0.95 5.00 -0.96 0.96 5.00 -0.96 0.96 5.00 -0.96 0.96 5.00 -0.97 0.97 5.00 -0.97 0.97 5.00 -0.98 0.98 Project Title: Lincoln Residence Engineer: Amir Deihimi Project ID: 80088 Project Descr: Printed: 6 MAY 2019. 9:16AM flle = C:\DROPBO-1\CO~EDR• 1\project~\core\80088\02•SlR• 1\03-ENG-1'D1· OD-1\80088.ec6 . SOltWare copyright ENERCALC, JNC. 1983-2018. Build:10.18,10,30 . Mu d"Vu/Mu Phi"Vc Comment Phi"Vs Phi"Vn Spacing (in) (k-ft) (k) {k) (k) Req'd Suggest 0.47 0.80 4.74 Vu < PhiVd2 lot Reqd 11.' 4.7 0.0 0.0 0.45 0.84 4.76 Vu< PhiVd2 lot Reqd 11,i 4.8 0.0 0.0 0.43 0.88 4.79 Vu< PhiVd2 lot Reqd 11.1 4.8 0.0 0.0 0.41 0.93 4.81 Vu< PhiVd2 lot Reqd 11 ·' 4.8 0.0 0.0 0.39 098 4.85 Vu < PhiVd2 lot Reqd 11., 4.8 0.0 0.0 0.37 1.00 4.86 Vu< PhiVd2 lot Reqd 11.1 4.9 0.0 0.0 0.34 1.00 4.86 Vu < PhiVd2 lot Reqd 11.1 4.9 0.0 0.0 0.32 1.00 4.86 Vu< PhiVd2 lot Reqd 11.1 4.9 0.0 0.0 0.30 1.00 4.86 Vu < PhiVd2 lot Reqd 11.' 4.9 0.0 0.0 0.28 1 .00 4.86 Vu< PhiVd2 lot Reqd 11 ., 4.9 0.0 0.0 0.26 1.00 4.86 Vu < PhiVd2 lot Reqd 11 .1 4.9 0.0 0.0 0.24 1.00 4.86 Vu < PhiVd2 lot Reqd 11.1 4.9 0.0 0.0 0.22 1.00 4.86 Vu< PhiVd2 lot Reqd 11 .1 4.9 0.0 0.0 0.20 1.00 4.86 Vu < PhiVd2 lot Reqd 11 ·' 4.9 0.0 0.0 0.18 1.00 4.86 Vu < PhiVd2 lot Reqd 11.1 4.9 0.0 0.0 0.15 1.00 4.86 Vu< PhiVd2 lot Reqd 11.1 4.9 0.0 0.0 0.13 1.00 4.86 Vu < PhiVd2 lot Reqd 11.' 4.9 0.0 0.0 0.11 1.00 4.86 Vu < PhiVd2 lot Reqd 11.l 4.9 0.0 0.0 0.09 1.00 4.86 Vu < PhiVd2 lot Reqd 11.1 4.9 0,0 0.0 0.07 1 00 4.86 Vu < PhiVd2 lot Reqd 11.1 4.9 0,0 0.0 0.04 1.00 4.86 Vu < PhiVd2 lot Reqd 11.l 4.9 0.0 0.0 0.02 1.00 4.86 Vu < PhiVd2 lot Reqd 11.l 4.9 0.0 0.0 0.00 1.00 4.86 Vu < PhiVd2 lot Reqd 11 .1 4.9 0.0 0.0 Maximum Forces & Stresses for Load Combinations Load Combination Location (ft) Bending Stress Results ( k-ft) Segment Span# along Beam Mu : Max Phi"Mnx Stress Ratio MAXimum BENDING Envelope Span# 1 12.500 3.05 6.47 0.47 + 1 .40D+ 1.60H Span# 1 12.500 2.64 6.47 0.41 + 1.20D+0.50Lr+ 1.60L + 1.60H Span# 1 12.500 2.27 6.47 0.35 + 1.20D+ 1.60L +0.50S+ 1.60H Span# 1 12.500 2.27 6.47 0.35 + 1.20D+ 1.60Lr +L + 1.60H Span# 1 12.500 2.27 6.47 0.35 + 1.20D+ 1.60Lr+0.50W+ 1.60H Span# 1 12.500 2.27 6.47 0.35 + 1.20D+L+ 1.605+ 1.60H Span# 1 12.500 2.27 6.47 0.35 + 1.20D+ 1.60S+0.50W+ 1.60H Span# 1 12.500 2.27 6.47 0.35 + 1.20D+0.50Lr+L+W+ 1.60H Span# 1 12.500 2.27 6.47 0.35 + 1.20D+L +0.50S+W+ 1.60H Span# 1 12.500 2.27 6.47 0.35 +0.90D+W+E+ 1.60H Span# 1 12.500 2.48 6.47 0.38 + 1.20D+L +0.20S+E + 1.90H Span # 1 12.500 3.05 6.47 0.47 +0.90D+E +0.90H Span# 1 12.500 2.48 6.47 0.38 Overall Maximum Deflections Load Combination Span Max."." Defl (in) Location in Span (ft) Load Combination Max."+" Defl (in) Location in Span (ft) +D+O. 70E +0.60H 1 0.0464 6.250 0.0000 0.000