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CDP 16-29; STRUCTURAL CALCULATIONS; 2019-05-06
Structural Calculations Additional Calculation for 9'-0" Wall @ Lincoln Residence Carsibad, CA Project No.: 80088 May 6, 2019 NQ. C781 Exp. 09-3P cm RA ED LAND D2059 EVEL NoINE°PMNr Amir Deihimi, Principal Core Structure, Inc., 23172 Plaza Pointe Dr., Suite 145, Laguna Hills, CA 92653 949-954-7244 6 DESIGN SUMMARY Maximum Bending Stress Ratio = 0.471 : I Maximum Deflection Section used for this span Typical Section Max Downward Transient Deflection Mu: Applied 3.047 k-ft Max Upward Transient Deflection Mn * Phi: Allowable 6.466 k-ft Max Downward Total Deflection Max Upward Total Deflection Location of maximum on scan 6.239 ft Span it where maximum occurs Span it 1 0.015 in Ratio = 10072>=360, 0.000 in Ratio = 0 <360.0 0.046 in Ratio = 3231 >=180) 0.000 in Ratio = 0<180.0: Ca Core Structure, Inc. 23172 Plaza Pointe Drive Suite 145 RE Laguna Hills, CA 92653 949-954-7244 Project Title:Linciri residence Engineer: Amir Deihimi Project ID: 80088 Project Descr: Printed: 6 MAY 2019. 9:16AM earn - DROO-iEDR- Description: 9-0 Concrete Wall CODE REFERENCES Calculations per ACI 318-I1, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: ASCE 7-16 Material Properties- 112 = fc 2.50 ksi 4, Phi Values Flexure: 0.90 • fr = fc 7.50 = 375.0 psi Shear: 0.750 '4! Density = 145.0 pcI J3 1 = 0.850 ?. LtWt Factor = 1.0 Elastic Modulus = 2,880.95 ksi Fy - Stirrups 40.0 ksi fy - Main Rebar = 60.0 ksi Stirrup Bar Size it = 29,000.0 ksi E - Main Rebar = 29,000.0 ksi Number of Resisting Legs Per Stirrup = 2 Cross Section &RElnfórcing Details Rectangular Section, Width = 12.0 in, Height = 8.0 in Span #1 Reinforcing.... 145 at 3.0 in from Bottom, from 0.0 to 12.50 ft in this span Applied Loads Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load: E = 0.040 ksf, Tributary Width = 1.0 ft Service loads entered. Load Factors will be applied for calculations. Vertical Reactions Support notation: Far left is #1 Load Combination Support 1 Support?___________________________________________________________________________ Overall MAXimum 0'06 -6.779- Overall MiNimum 0.250 0.250 +D+H 0.604 0.604 +D+L+H 0.604 0.604 +D+Lr+H 0.604 0.604 +D+S+H 0.604 0.604 +D+0.750Lr+0.750L+H 0.604 0.604 +D+0.1501+0.150S+H 0.604 0.604 +D+0.60W+H 0.604 0.604 +D+0.150Lr+0.450W+H 0.604 0.604 +D+0.750S+0.450W+H 0.604 0.604 C o Core Structure, Inc. Project Title: Lincuuii 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 If t SQhwaleca1MitENEALCJ1983-2Q18 Bt:tO1B1O.30; Description : 9-0' Concrete Wall Vertical A A S.6 Support notation : Far left is #1 1. Load Combination Support 1 Support 2 D4.60W0.60H 0.363 0.363 +D+0.10E+0.60H 0.779 0.779 +D+0.750L+0.150S+0.5250E+H 0.135 0.735 i-0.60D+0.70E+H 0.538 0.538 D Only 0.604 0.604 Lr Only L Only S Only W Only E Only 0.250 0.250 H Only Detailed Shear Information Span Distance 'd' Vu (k) Mu dVuIMu PhrVc Comment PhrVs PhrVn Spacing (in) Load Combination Number (It) (in) Actual Design (k-It) () (k) (k) Req'd Suggest 1:2oDL;o: 2os1oH 1 0.00 5.00 0.98 0.98 0.00 1.00 4.86 Vu < PhiVc12 lot Reqd 11.1 4.9 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 0.02 5.00 0.91 0.97 0.02 1.00 4.86 Vu < PhiVcI2 lot Reqd 11.1 4.9 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 0.05 5.00 0.97 0.97 0.04 1.00 4.86 Vu < PhiVcI2 lot Reqd 11. 4.9 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 0.01 5.00 0.96 0.96 0.07 1.00 4.86 Vu < PhiVcI2 lot Reqd 11.1 4.9 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 0.09 5.00 0.96 0.96 0.09 1.00 4.86 Vu < PhiVcI2 lot Reqd 11.1 4.9 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 0.11 5.00 0.96 0.96 0.11 1.00 4.86 Vu < PhiVcI2 lot Reqd 11.1 4.9 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 0.14 5.00 0.95 0.95 0.13 1.00 4.86 Vu < PhiVd2 lot Reqd 11.' 4.9 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 0.16 5.00 0.95 0.95 0.15 1.00 4.86 Vu < PhiVc/2 lot Reqd 11.1 4.9 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 0.18 5.00 0.95 0.95 0.18 1.00 4.86 Vu < PhiVc!2 lot Reqd 11. 4.9 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 0.20 5.00 0.94 0.94 0.20 1.00 4.86 Vu < PhiVc/2 lot Reqd 11.1 4.9 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 0.23 5.00 0.94 0.94 0.22 1.00 4.86 Vu < PhiVci2 lot Reqd 11. 4.9 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 0.25 5.00 0.94 0.94 0.24 1.00 4.86 Vu < PhiVc/2 lot Reqd 11.1 4.9 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 0.27 5.00 0.93 0.93 0.26 1.00 4.86 Vu < PhiVc/2 lot Reqd 11.1 4.9 0.0 0.0 +1.200+L+0.205+E+1.90H 1 0.30 5.00 0.93 0.93 0.28 1.00 4.86 Vu < PhiVcI2 lot Reqd 11.1 4.9 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 0.32 5.00 0.93 0.93 0.30 1.00 4.86 Vu < PhiVc12 lot Reqd 11.' 4.9 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 0.34 5.00 0.92 0.92 0.32 1.00 4.86 Vu<PhiVd2 lot Reqd 11. 4.9 0.0 0.0 +120D+L+0.20S+E+1.90H 1 0.36 5.00 0.92 0.92 0.34 1.00 4.86 Vu < PhiVc/2 lot Reqd 11. 4.9 0.0 0.0 +1.200+L+0.205+E+1.90H 1 0.39 5.00 0.91 0.91 0.37 1.00 4.86 Vu < PhiVc/2 lot Reqd 11. 4.9 0.0 0.0 +110D+L+0.205+E+1.90H 1 0.41 5.00 0.91 0.91 0.39 0.98 4.85 Vu < PhiVc12 lot Reqd 11.1 4.8 0.0 0.0 +1.20D+L+020S+E+1.90H 1 0.43 5.00 0.91 0.91 0.41 0.93 4.81 Vu < PhiVc/2 lot Reqd 11.1 4.8 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 0.46 5.00 0.90 0.90 0.43 0.88 4.19 Vu < PhiVd2 lot Reqd 11 4.8 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 0.48 5.00 0.90 0.90 0.45 0.84 4.76 Vu < PhiVc/2 lot Reqd 11. 4.8 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 0.50 5.00 0.90 0.90 0.47 0.80 4.74 Vu < PhiVcI2 lot Reqd 11. 4.7 0.0 0.0 i-120D+L+0.20S+E+1.90H 1 0.52 5.00 0.89 0.89 0.49 0.76 4.72 Vu < PhiVc/2 lot Reqd 11.1 4.7 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 0.55 5.00 0.89 0.89 0.51 0.73 4.70 Vu<PhiVcI2 lot Reqd 11. 4.7 0.0 0.0 +1.200+L+0205+E+1.90H 1 0.51 5.00 0.89 0.89 0.53 0.70 4.68 Vu<PhiVd2 lot Reqd 11.' 4.7 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 0.59 5.00 0.88 0.88 0.55 0.67 4.66 Vu<PhiVcI2 lot Reqd 11. 4.7 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 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 1 0.64 5.00 0.88 0.88 0.59 0.62 4.63 Vu < PhiVc/2 lot Reqd 11.i 4.6 0.0 0.0 +120D+L+0.205+E+1.90H 1 0.66 5.00 0.87 0.87 0.61 0.60 4.62 Vu < PhiVc/2 lot Reqd 11.' 4.6 0.0 0.0 +120D+L+0.20S+E+1.90H 1 0.68 5.00 0.87 0.81 0.63 0.51 4.61 Vu < PhiVc/2 lot Reqd 11.' 4.6 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 0.71 5.00 0.86 0.86 0.65 0.55 4.60 Vu < PhiVc/2 lot Reqd 11.1 4.6 0.0 0.0 +120D+L+0.20S+E+1.90H 1 0.73 5.00 0.86 0.86 0.61 0.54 4.59 Vu < PhiVc/2 lot Reqd 11.' 4.6 0.0 0.0 +120D+L+0205+E+1.90H 1 0.75 5.00 0.86 0.86 0.69 0.52 4.58 Vu < PhiVd2 lot Reqd 11.' 4.6 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 0.77 5.00 0.85 0.85 0.11 0.50 4.57 Vu < PhiVc/2 lot Reqd 11.1 4.6 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 0.80 5.00 0.85 0.85 0.13 0.49 4.56 Vu<PhiVcI2 lot Reqd ll.1 4.6 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 0.82 5.00 0.85 0.85 0.75 0.47 455 Vu < PhiVc/2 lot Reqd 11.1 4.5 0.0 0.0 +1.20Di-L+0I0S+E+1.90H 1 0.84 5.00 0.84 0.84 0.77 0,46 4.54 Vu < PhiVcI2 lot Reqd 11.1 4.5 0.0 0.0 +120D+L+0.20S+E+1.90H 1 0.81 5.00 0.84 0.84 0.79 0.45 4.53 Vu < PhiVcI2 lot Reqd 11.1 4.5 0.0 0.0 i-1.20D+L+0.20S+Ei-1.90H 1 0.89 5.00 0.84 0.84 0.80 0.43 4.53 Vu < PhiVcI2 lot Reqd 11.1 4.5 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 0.91 5.00 0.83 0.83 0.82 0.42 4.52 Vu < PhiVcI2 lot Reqd 11.1 4.5 0.0 0.0 Description : 9-0' Concrete Wall Span Load Combination Number Distance (It) d (in) Vu Actual () Design Mu (k-It) dVu/Mu PhrVc (k) Comment PhiVs (k) PhiVn (k) Spacing (in) Reqd Suggest +1.20D+L+0.205+E+1.90H 1 0.93 5.00 0.83 0.83 0.84 0.41 4.51 Vu < PhiVcI2 lot Reqd 11. 4.5 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 0.96 5.00 0.83 0.83 0.86 0.40 4.51 VucPhiVcI2 lot Reqd 11. 4.5 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 0.98 5.00 0.82 0.82 0.88 0.39 4.50 Vu < PhiVcI2 lot Reqd 11. 4.5 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 1.00 5.00 0.82 0.82 0.90 0.38 4.50 Vu < PhiVcI2 lot Reqd 11.1 4.5 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 1.02 5.00 0.82 0.82 0.92 0.37 4.49 Vu < PhiVcI2 lot Reqd 11.1 4.5 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 1.05 5.00 0.81 0.81 0.94 0.36 4.49 Vu < PhiVcI2 lot Reqd 11. 4.5 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 1.01 5.00 0.81 0.81 0.95 0.35 4.48 Vu < PhiVcI2 lot Reqd 11.' 4.5 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 1.09 5.00 0.80 0.80 0.97 0.34 4.48 Vu<PhiVcI2 lot Reqd 11. 4.5 0.0 0.0 +120D+L+0.20S+E+1.90H 1 1.12 5.00 0.80 0.80 0.99 0.34 4.47 Vu < PhiVc/2 lot Reqd 11. 4.5 0.0 0.0 +120D+L+0.20S+E+1.90H 1 1.14 5.00 0.80 0.80 1.01 0.33 4.47 Vu < PhiVcI2 lot Reqd 11. 4.5 0.0 0.0 +120D+L+0.205+E+1.90H 1 1.16 5.00 0.79 0.19 1.03 0.32 4.46 Vu < PhiVc/2 lot Reqd 11.1 4.5 0.0 0.0 +120D+L+0.205+E+1.90H 1 1.18 5.00 0.79 0.79 1.05 0.32 4.46 Vu < PhiVc/2 lot Reqd 11.1 4.5 0.0 0.0 +120D+L+0.205+E+1.90H 1 1.21 5.00 0.19 0.19 1.06 0.31 4.45 Vu < PhiVcI2 lot Reqd hf 4.5 0.0 0.0 +120D+L+0.205+E+1.90H 1 1.23 5.00 0.18 0.78 1.08 0.30 4.45 Vu < PhiVcI2 lot Reqd 11.1 4.5 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 1.25 5.00 0.18 0.78 1.10 0.30 4.45 Vu < PhiVcI2 lot Reqd 11.1 4.4 0.0 0.0 +120D+L+0.205+E+1.90H 1 1.28 5.00 0.78 0.78 1.12 0.29 4.44 Vu < PhiVd2 lot Reqd 11. 4.4 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 1.30 5.00 0.77 0.77 1.13 0.28 4.44 Vu<PhiVcI2 lot Reqd ll.I 4.4 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 1.32 5.00 0.77 0.17 1.15 0.28 4.44 Vu<PhiVd2 lot Reqd 11. 4.4 0.0 0.0 +120D+L+0.20S+E+1.90H 1 1.34 5.00 0.77 0.77 1.17 0.27 4.43 Vu < PhiVcI2 lot Reqd 11.1 4.4 0.0 0.0 +120D+L+0.205+E+1.90H 1 1.31 5.00 0.76 0.76 1.19 0.21 4.43 Vu<PhiVcI2 lot Reqd llf 4.4 0.0 0.0 +120D+L+0.205+E+1.90H 1 1.39 5.00 0.76 0.76 1.20 0.26 4.43 Vu<PhiVc/2 lot Reqd hl.1 4.4 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 1.41 5.00 0.75 0.15 1.22 0.26 4.42 Vu < PhiVcI2 lot Reqd 11.1 4.4 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 1.43 5.00 0.75 0.15 1.24 0.25 4.42 Vu < PhiVcI2 lot Reqd 11.1 4.4 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 1.46 5.00 0.15 0.75 1.26 0.25 4.42 Vu < PhiVcI2 lot Reqd 11.' 4.4 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 1.48 5.00 0.14 0.74 1.21 0.24 4.42 Vu < PhiVc/2 lot Reqd 11.' 4.4 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 1.50 5.00 0.14 0.74 1.29 0.24 4.41 Vu < PhiVc/2 lot Reqd 11.1 4.4 0.0 0.0 +120D+L+0.205+E+1.90H 1 1.53 5.00 0.14 0.74 1.31 0.24 4.41 Vu < PhiVc/2 lot Reqd 11. 4.4 0.0 0.0 +120D+L+0.205+E+1.90H 1 1.55 5.00 0.73 0.73 1.32 0.23 4.41 Vu <PhiVcI2 lot Reqd 11.1 4.4 0.0 0.0 +120D+L+0.20S+E+1.90H 1 1.57 5.00 0.13 0.73 1.34 0.23 4.41 Vu < PhiVc/2 lot Reqd 11. 4.4 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 1.59 5.00 0.73 0.73 1.36 0.22 4.40 Vu<PhiVc/2 lot Reqd hlf 4.4 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 1.62 5.00 0.72 0.72 1.37 0.22 4.40 Vu<PhiVcI2 lot Reqd ll.1 4.4 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 1.64 5.00 0.12 0.72 1.39 0.22 4.40 Vu<PhiVcI2 lot Reqd 11. 4.4 0.0 0.0 +1.20D+Li-0.20S+E+1.90H 1 1.66 5.00 0.12 0.72 1.41 0.21 4.40 Vu < PhiVc/2 lot Reqd 11.i 4.4 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 1.68 5.00 0.71 0.11 1.42 0.21 4.40 Vu < PhiVcI2 lot Reqd 11.1 4.4 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 1.11 5.00 0.71 0.11 1.44 0.21 4.39 Vu < PhiVc/2 lot Reqd 11.1 4.4 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 1.73 5.00 0.71 0.71 1.45 0.20 4.39 Vu < PhiVc12 lot Reqd 11. 4.4 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 1.75 5.00 0.70 0.70 1.47 0.20 4.39 Vu<PhiVcI2 lot Reqd llf 4.4 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 1.78 5.00 0.70 0.70 1.49 0.20 4.39 VucPhiVcI2 lot Reqd ll.1 4.4 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 1.80 5.00 0.69 0.69 1.50 0.19 4.39 Vu<PhiVc/2 lot Reqd 11f 4.4 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 1.82 5.00 0.69 0.69 1.52 0.19 4.39 Vu<PhiVc/2 lot Reqd ll.' 4.4 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 1.84 5.00 0.69 0.69 1.53 0.19 4.38 Vu < PhiVcI2 lot Reqd 11.1 4.4 0.0 0.0 +120D+L+0.20S+E+1.90H 1 1.87 5.00 0.68 0.68 1.55 0.18 4.38 Vu < PhiVcI2 lot Reqd hf 4.4 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 1.89 5.00 0.68 0.68 1.56 0.18 4.38 Vu<PhiVcI2 lot Reqd ll.1 4.4 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 1.91 5.00 0.68 0.68 1.58 0.18 4.38 Vu < PhiVc/2 lot Reqd 11.' 4.4 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 1.94 5.00 0.67 0.61 1.59 0.18 4.38 Vu<PhiVcI2 lot Reqd 11f 4.4 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 1.96 5.00 0.67 0.67 1.61 0.17 4.38 Vu < PhiVd2 lot Reqd 11.' 4.4 0.0 0.0 +120D+L+0.205+E+1.90H 1 1.98 5.00 0.67 0.67 1.63 0.17 4.37 Vu < PhiVc/2 lot Reqd hf 4.4 0.0 0.0 +120D+L+0.205+E+1.90H 1 2.00 5.00 0.66 0.66 1.64 0.17 4.37 Vu < PhiVc/2 lot Reqd 11.' 4.4 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 2.03 5.00 0.66 0.66 1.66 0.17 4.37 Vu<PhiVcJ2 lot Reqd llf 4.4 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 2.05 5.00 0.66 0.66 1.67 0.16 4.37 Vu<PhiVcI2 lot Reqd hh.' 4.4 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 2.07 5.00 0.65 0.65 1.69 0.16 4.31 Vu < PhiVcI2 lot Reqd 11., 4.4 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 2.09 5.00 0.65 0.65 1.70 0.16 4.37 Vu < PhiVcI2 lot Reqd 11.' 4.4 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 2.12 5.00 0.64 0.64 1.71 0.16 4.37 Vu<PhiVcI2 lot Reqd hf 4.4 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 2.14 5.00 0.64 0.64 1.73 0.15 4.36 Vu < PhiVd2 lot Reqd lhf 4.4 0.0 0.0 Core Structure, Inc. Project Title: Lincuuu u residence C a 23172 Plaza Pointe Drive Engineer: Amir Deihimi Suite 145 Project ID: 80088 Laguna Hills, CA 92653 Project Descr: R 949-954-7244 Printed: 6 MAY 2019. 9:16AM C O-re te Beam FcbOöR 1ojec s\c1 2STR-1\O3-Ei\01 M0D1 oncre Software cooyrioht ENERCAIC INC 1983 2018 Build 10181030 Description: 9-0 Concrete Wall Span Load Combination Number Distance (It) d (in) Vu Actual (k) Design DetIed Shear iMrmation Mu (k-ft) dVu/Mu PhrVc (k) Comment Phi*Vs (k) PhiVn (k) Spacing (in) Reqd Suggest +:26o+L+o.21.0H 1 2.16 5.00 0.64 0.64 1.74 0.15 4.36 Vu < PhiVd2 lot Reqd 11.1 4.4 0.0 0.0 +120D+L+0.20S+Ei-1.90H 1 2.19 5.00 0.63 0.63 1.76 0.15 4.36 Vu < PhiVcI2 lot Reqd 11.1 4.4 0.0 0.0 +120D+L+0.20S+E+1.90H 1 2.21 5.00 0.63 0.63 1.77 0.15 4.36 Vu < PhiVd2 lot Reqd 11. 4.4 0.0 0.0 +120D+L+0.20S+E+1.90H 1 2.23 5.00 0.63 0.63 1.19 0.15 4.36 Vu<PhiVd2 lot Reqd 11. 4.4 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 2.25 5.00 0.62 0.62 1.80 0.14 4.36 Vu < PhiVd2 lot Reqd 11.1 4.4 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 2.28 5.00 0.62 0.62 1.82 0.14 4.36 Vu<PhiVc/2 lot Reqd 11. 4.4 0.0 0.0 +120D+L+0.20S+E+1.90H 1 2.30 5.00 0.62 0.62 1.83 0.14 4.36 Vu < PhiVci2 lot Reqd 11. 4.4 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 2.32 5.00 0.61 0.61 1.84 0.14 4.36 Vu < PhiVc/2 lot Reqd 11.1 4.4 0.0 0.0 +1.200+L+0.20S+E+1.90H 1 2.35 5.00 0.61 0.61 1.86 0.14 4.35 Vu <PhiVcI2 lot Reqd 11. 4.4 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 2.31 5.00 0.61 0.61 1.87 0.13 4.35 Vu < PhiVd2 lot Reqd 11. 4.4 0.0 0.0 +120D+L+0.20S+E+1.90H 1 2.39 5.00 0.60 0.60 1.89 0.13 4.35 Vu < PhiVc/2 lot Reqd 11.1 4.4 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 2.41 5.00 0.60 0.60 1.90 0.13 4.35 Vu < PhiVc/2 lot Reqd 11.1 4.4 0.0 0.0 +120D+L+0.205+E+1.90H 1 2.44 5.00 0.59 0.59 1.91 0.13 4.35 Vu < PhiVc/2 lot Reqd 11.' 4.4 0.0 0.0 +1.200+L+0.205+E+1.90H 1 2.46 5.00 0.59 0.59 1.93 0.13 4.35 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 2.48 5.00 0.59 0.59 1.94 0.13 4.35 Vu < PhiVcI2 lot Reqd 11.1 4.3 0.0 0.0 +120D+L+0.205+E+1.90H 1 2.50 5.00 0.58 0.58 1.95 0.12 4.35 Vu < PhiVd2 lot Reqd 11. 4.3 0.0 0.0 +120D+L+0.205+E+1.90H 1 2.53 5.00 0.58 0.58 1.97 0.12 4.35 Vu < PhiVd2 lot Reqd 11.1 4.3 0.0 0.0 +1.200+L+0.205+E+1.90H 1 2.55 5.00 0.58 0.58 1.98 0.12 4.35 Vu < PhiVcI2 lot Reqd 11.' 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 2.51 5.00 0.51 0.51 1.99 0.12 4.34 Vu<PhiVd2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.20S+Ei-1.90H 1 2.60 5.00 0.51 0.57 2.01 0.12 4.34 Vu < PhiVd2 lot Reqd hi 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 2.62 5.00 0.57 0.57 2.02 0.12 4.34 Vu < PhiVd2 lot Reqd hi 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 2.64 5.00 0.56 0.56 2.03 0.12 4.34 Vu<PhiVd2 lot Reqd lli 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 2.66 5.00 0.56 0.56 2.04 0.11 4.34 Vu < PhiVd2 lot Reqd hi 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 2.69 5.00 0.56 0.56 2.06 0.11 4.34 Vu < PhiVd2 lot Reqd hi 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 2.71 5.00 0.55 0.55 2.01 0.11 4.34 Vu < PhiVd2 lot Reqd hi 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 2.73 5.00 0.55 0.55 2.08 0.11 4.34 Vu<PhiVc/2 lot Reqd ll.z 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 2.76 5.00 0.55 0.55 2.09 0.11 4.34 VucPhiVc/2 lot Reqd lli 4.3 0.0 0.0 +120D+L+0.20S+Ei-1.90H 1 2.78 5.00 0.54 0.54 2.11 0.11 4.34 Vu<PhiVc/2 lot Reqd lli 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 2.80 5.00 0.54 0.54 2.12 0.11 4.34 Vu <PhiVd2 lot Reqd hi 4.3 00 0.0 +1.20D+L+0.20S+E+1.90H 1 2.82 5.00 0.53 0.53 2.13 0.10 4.34 Vu < PhiVcI2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 2.85 5.00 0.53 0.53 2.14 0.10 4.34 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 2.87 5.00 0.53 0.53 2.16 0.10 4.33 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 2.89 5.00 0.52 0.52 2.17 0.10 4.33 Vu < PhiVcJ2 lot Reqd hi 4.3 0.0 0.0 +1.20D+L+0.20S+E+1,90H 1 2.91 5.00 0.52 0.52 2.18 0.10 4.33 Vu<PhiVd2 lot Reqd lli 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 2.94 5.00 0.52 0.52 2.19 0.10 4.33 Vu < PhiVc/2 lot Reqd lii 4.3 0.0 00 +1.20D+L+0.20S+E+1.90H 1 2.96 5.00 0.51 0.51 2.20 0.10 4.33 Vu<PhiVd2 lot Reqd lli 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 2.98 5.00 0.51 0.51 2.21 0.10 4.33 Vu<PhiVd2 lot Reqd lli 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 3.01 5.00 0.51 0.51 2.23 0.09 4.33 Vu < PhiVd2 lot Reqd hi 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 3.03 5.00 0.50 0.50 2.24 0.09 4.33 Vu<PhiVc/2 lot Reqd ll.L 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 3.05 5.00 0.50 0.50 2.25 0.09 4,33 Vu < PhiVc/2 lot Reqd hi 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 3.07 5.00 0.50 0.50 2.26 0.09 4.33 Vu < PhiVc/2 lot Reqd 11.' 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 3.10 5.00 0.49 0.49 2.27 0.09 4.33 Vu < Phi VcJ2 lot Reqd hi 4.3 0.0 0.0 +1.200+L+0.205+E+1.90H 1 3.12 5.00 0.49 0.49 2.28 0.09 4.33 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +120D+L+0.20S+E+1.90H 1 3.14 5.00 0.48 0.48 2.29 0.09 4.33 Vu < PhiVd2 lot Reqd hi 4.3 0.0 0.0 +120D+L+0.20S+E+1.90H 1 3.16 5.00 0.48 0.48 2.30 0.09 4.33 Vu < PhiVcI2 lot Reqd lii 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 3.19 5.00 0.48 0.48 2.32 0.09 4.32 Vu < PhiVc/2 lot Reqd lii 4.3 0.0 0.0 +120D+L+0.20S+E+1.90H 1 3.21 5.00 0.41 0.41 2.33 0.08 4.32 Vu < PhiVd2 lot Reqd 11.' 4.3 0.0 0.0 i-1.20Di-L+0.205+E+1.90H 1 3.23 5.00 0.47 0.47 2.34 0.08 4.32 Vu <PhiVcI2 lot Reqd lii 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 3.26 5.00 0.47 0.47 2.35 0.08 4.32 Vu < PhiVd2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 3.28 5.00 0.46 0.46 2.36 0.08 4.32 Vu < PhiVd2 lot Reqd hi 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 3.30 5.00 0.46 0.46 2.37 0.08 4.32 Vu < PhiVcl2 lot Reqd lii 4.3 0.0 0.0 +120D+L+0.20S+E+1.90H 1 3.32 5.00 0.46 0.46 2.38 0.08 4.32 Vu<PhiVd2 lot Reqd lli 4.3 0.0 0.0 i-1.20Di-L+0.20S+E+1.90H 1 3.35 5.00 0.45 0.45 2.39 0.08 4.32 Vu < PhiVc/2 lot Reqd lii 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 3.37 5.00 0.45 0.45 2.40 0.08 4.32 Vu < PhiVc/2 lot Reqd 1ii 4.3 0.0 0.0 C Core Structure, Inc. Project Title: Linc residence 23172 Plaza Pointe Drive Engineer: Amir Deihimi Suite 145 Project ID: 80088 RE Laguna Hills, CA 92653 Project Descr: 949-954-1244 Printed: 6 MAY 2019. 9:16AM concretejeárn 'F He caeftflbtENERCALC. INC. 193-261d:101E0.0 Description : 9-0 Concrete Wall 1Detailed Shoar Jnforrnatioñ Span Distance 'd' Vu (k) Mu dVu/Mu PhiVc Comment PhrVs PhiVn Spacing (in) Load Combination Number (ft) (in) Actual Design (k-ft) (k) (c) (k) Reqd Suggest +1.20D+L+020S+E+1.90H 1 3.39 5.00 045 0.45 2.41 0.08 4.32 Vu < PhiVcI2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 3.42 5.00 0.44 0.44 2.42 0.08 4.32 Vu<PhiVcI2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+Li-0.205+E+1.90H 1 3.44 5.00 0.44 0.44 2.43 0.08 4.32 Vu < PhiVcI2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0205+E+1.90H 1 3.46 5.00 0.44 0.44 2.44 0.07 4.32 Vu < PhiVcI2 lot Reqd 11.1 4.3 0.0 0.0 +120D+L+0.20S+E+1.90H 1 3.48 5.00 0.43 0.43 2.45 0.07 4.32 Vu < PhiVc12 lot Reqd 11.' 4.3 0.0 0.0 i-120D+L+0.205+E+1.90H 1 3.51 5.00 0.43 0.43 2.46 0.07 4.32 Vu < PhiVd2 lot Reqd 11.' 4.3 0.0 0.0 +120D+L+0.205+E+1.90H 1 3.53 5.00 0.42 0.42 2.47 0.07 4.32 Vu < PhiVc/2 lot Reqd 11.' 4.3 0.0 0.0 +1.20D+L+0I0S+E+1.90H 1 3.55 5.00 0.42 0.42 2.48 0.07 4.32 Vu < PhiVc/2 lot Reqd 11.' 4.3 00 0.0 +1200+L+0.20S+E+1.90H 1 3.57 5.00 0.42 0.42 2.49 0.07 4.32 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 3.60 5.00 0.41 0.41 2.50 0.07 4.32 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 3.62 5.00 0.41 0.41 2.51 0.07 4.31 Vu < PhiVc/2 lot Reqd 11 4.3 0.0 0.0 +1.20D+L+0.20Si-E+1.90H 1 3.64 5.00 0.41 0.41 2.52 0.07 4.31 Vu < PhiVd2 lot Reqd 11.1 4.3 0.0 0.0 +120D+L+0.205+E+1.90H 1 3.67 5.00 0.40 0.40 2.53 0.07 4.31 Vu < PhiVc/2 lot Reqd 11 4.3 0.0 0.0 +120D+L+0.205+E+1.90H 1 3.69 5.00 0.40 0.40 2.54 0.07 4.31 Vu < PhiVd2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.205i-E+1.90H 1 3.71 5.00 0.40 0.40 2.54 0.06 4.31 Vu < PhiVd2 lot Reqd 11.1 4.3 0.0 0.0 +120D+L+0.205+E+1.90H 1 3.73 5.00 0.39 0.39 2.55 0.06 4.31 Vu < PhiVd2 lot Reqd 11. 4.3 0.0 0.0 +120D+L+0.20S+E+1.90H 1 3.76 5.00 0.39 0.39 2.56 0.06 4.31 Vu < PhiVc/2 lot Reqd 1 V 4.3 0.0 0.0 +120D+L+0.205+E+1.90H 1 3.78 5.00 0.39 0.39 2.57 0.06 4.31 Vu<PhiVcI2 lot Reqd ll.L 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 3.80 5.00 0.38 0.38 2.58 0.06 4.31 Vu < PhiVc/2 lot Reqd 11. 4.3 0.0 0.0 +120D+L+0.20S+E+1.90H 1 3.83 5.00 0.38 0.38 2.59 0.06 4.31 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +1.200+L+0.205+E+1.90H 1 3.85 5.00 0.37 0.37 2.60 0.06 4.31 Vu < PhiVc/2 lot Reqd 11.' 4.3 0.0 00 +1.200+L+0.205+E+1.90H 1 3.87 5.00 0.37 0.37 2.61 0.06 4.31 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 i-1.20D+L+0.205+E+1.90H 1 3.89 5.00 0.37 0.37 2.61 0.06 4.31 Vu < PhiVcJ2 lot Reqd 11. 4.3 0.0 0.0 +1.20Di-L+0.20S+E+1.90H 1 3.92 5.00 0.36 0.36 2.62 0.06 4.31 Vu<PhiVcI2 lot Reqd 11. 4.3 0.0 0.0 +1.200+L+0.205+E+1.90H 1 3.94 5.00 0.36 0.36 2.63 0.06 4.31 Vu < PhiVc/2 lot Reqd 11.' 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 3.96 5.00 0.36 0.36 2.64 0.06 431 Vu < PhiVd2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 3.98 5.00 0.35 0.35 2.65 0.06 4.31 Vu < PhiVd2 lot Reqd 11.' 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 4.01 5.00 0.35 0.35 2.65 0.05 4.31 Vu < PhiVd2 lot Reqd 11.1 4,3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 4.03 5.00 0.35 0.35 2.66 0.05 4.31 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 4.05 5.00 0.34 0.34 2.67 0.05 4.31 Vu < PhiVc/2 lot Reqd 11.' 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 4.08 5.00 0.34 0.34 2.68 0.05 4.31 Vu < PhiVd2 lot Reqd 11. 4.3 0.0 00 +1.20D+L+0.20S+E+1.90H 1 4.10 5.00 0.34 0.34 2.69 0.05 4.31 Vu<PhiVcI2 lot Reqd 11. 4.3 0.0 0.0 +1200+L+0.205+E+1.90H 1 4.12 5.00 0.33 0.33 2.69 0.05 4.30 Vu<PhiVc/2 lot Reqd 11. 4.3 0.0 0.0 +120D+L+0.20S+E+1.90H 1 4.14 5.00 0.33 0.33 2.70 0.05 4.30 VuPhiVc/2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 4.17 5.00 0.33 0.33 2.71 0.05 4.30 Vu < PhiVc/2 lot Reqd 11. 4.3 00 0.0 +1.20D+L+0.20S+E+1.90H 1 4.19 5.00 0.32 0.32 2.72 0.05 4.30 Vu < PhiVc/2 lot Reqd 11.' 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 4.21 5.00 0.32 0.32 2.72 0.05 4.30 Vu < PhiVd2 lot Reqd 11.1 4.3 0.0 0.0 +120D+L+0.20S+E+1.90H 1 4.23 5.00 0.31 0.31 2.73 0.05 4.30 Vu < PhiVc/2 lot Reqd hi 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 4.26 5.00 0.31 0.31 2.74 0.05 4.30 Vu<PhiVc/2 lot Reqd hli 4.3 0.0 0.0 +120D+L+0.205+E+1.90H 1 4.28 5.00 0.31 0.31 2.74 0.05 4.30 Vu<PhiVd2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 4.30 5.00 0.30 0.30 2.75 0.05 4.30 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 4.33 5.00 030 0.30 2.76 0.05 430 Vu < PhiVd2 lot Reqd 11.1 4.3 00 0.0 +120D+L+0.205+E+1.90H 1 4.35 5.00 0.30 0.30 236 0.04 4.30 Vu < PhiVd2 lot Reqd 11. 4.3 0.0 0.0 +120D+L+0.20S+E+1.90H 1 4.37 5.00 0.29 0.29 2.77 0.04 4.30 VucPhiVc/2 lot Reqd 11. 4.3 0.0 0.0 +1.200+L+0.205+E+1.90H 1 4.39 5.00 0.29 0.29 2.78 0.04 4.30 Vu<PhiVcI2 lot Reqd hli 43 0.0 0.0 +120D+L+0.205+E+1.90H 1 4.42 5.00 0.29 029 2.78 0.04 4.30 Vu < PhiVc/2 lot Reqd Mi 43 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 444 5.00 0.28 0.28 2.79 0.04 4.30 Vu < PhiVd2 lot Reqd I 1.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 4.46 5.00 0.28 0.28 2.80 0.04 4.30 Vu < PhiVcI2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 4.49 5.00 0.28 0.28 2.80 0.04 4.30 Vu < PhiVd2 lot Reqd 11.1 4.3 0.0 0.0 +120D+L+0.205+E+1.90H 1 4.51 5.00 0.27 0.27 2.81 0.04 4.30 Vu < PhiVcI2 lot Reqd 11.' 4.3 0.0 0.0 i-120D+L+0.20S+E+1.90H 1 4.53 5.00 0.27 0.27 2.82 0.04 4.30 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 4.55 5.00 0.26 0.26 2.82 0.04 4.30 Vu < PhiVcI2 lot Reqd hi 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 4.58 5.00 0.26 0.26 2.83 0.04 4.30 Vu < PhiVd2 lot Reqd lii 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 4,60 5.00 0.26 0.26 2.83 0.04 4.30 Vu < PhiVd2 lot Reqd lii 4.3 0.0 0.0 Core Structure, Inc. Project Title: Lincuuuu residence C 0 23172 Plaza Pointe Drive Engineer: Amir Deihimi Suite 145 Project ID: 80088 Laguna Hills, CA 92653 Project Descr: R 949-954-7244 Printed: 6 MAY 2019. 9:16AM C . EVe S oncre e earn SOaCC0Pti9kENERGALC INC ,L983 ?Olt, B4:10,3.1030 Description: 9-0' Concrete Wall Detailed Shear Information Span Distance 'd' Vu (k) Mu d'Vu/Mu PhrVc Comment PhiVs PhrVn Spacing (in) Load Combination Number (It) (in) Actual Design (k-ft) (c) (c) (k) Req'd Suggest +1-.20DLo:2s+E+1.90H 1 4.62 5.00 0.25 0.25 2.84 0.04 4.30 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +120D+L+0.20S+E+1.90H 1 4.64 5.00 0.25 0.25 2.85 0.04 4.30 Vu < PhiVcI2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 4.67 5.00 0.25 0.25 2.85 0.04 4.30 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 4.69 5.00 0.24 0.24 2.86 0.04 4.30 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +120D+L+0.20S+E+1.90H 1 4.71 5.00 0.24 0.24 2.86 0.03 4.30 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +120D+L+0.20S+E+1.90H 1 4.74 5.00 0.24 0.24 2.87 0.03 4.29 Vu<PhiVcI2 lot Reqd ll.' 4.3 0.0 0.0 +120D+L+0.20S+E+1.90H 1 4.76 5.00 0.23 0.23 2.87 0.03 4.29 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 4.78 5.00 0.23 0.23 2.88 0.03 4.29 Vu < PhiVcI2 lot Reqd 11.1 4.3 0.0 0.0 +1.200+L+0.20S+E+1.90H 1 4.80 5.00 0.23 0.23 2.88 0.03 4.29 Vu < PhiVc/2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 4.83 5.00 0.22 0.22 2.89 0.03 4.29 Vu < PhiVd2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 4.85 5.00 0.22 0.22 2.89 0.03 4.29 Vu < PhiVc/2 lot Reqd 11.4 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 4.87 5.00 0.21 0.21 2.90 0.03 4.29 Vu<PhiVcI2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 4.90 5.00 0.21 0.21 2.90 0.03 4.29 Vu < PhiVcI2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 4.92 5.00 0.21 0.21 2.91 0.03 4.29 Vu < PhiVcI2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 4.94 5.00 0.20 0.20 2.91 0.03 4.29 Vu<PhiVcI2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 4.96 5.00 0.20 0,20 2.92 0.03 4.29 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 4.99 5.00 0.20 0.20 2.92 0.03 4.29 Vu<PhiVcI2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 5.01 5.00 0.19 0.19 2.93 0.03 4.29 Vu < PhiVcI2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 5.03 5.00 0.19 0.19 2.93 0.03 4.29 Vu < PhiVcI2 lot Reqd 11. 4.3 0.0 0.0 +120D+L+0.20S+E+1.90H 1 5.05 5.00 0.19 0.19 2.94 0.03 4.29 Vu < PhiVcI2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 5.08 5.00 0.18 0.18 2.94 0.03 4.29 Vu < PhiVd2 lot Reqd 11.' 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 5.10 5.00 0.18 0.18 2.94 0.03 4.29 Vu<PhiVc/2 lot Reqd ll.L 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 5.12 5.00 0.18 0.18 2.95 0.02 4.29 Vu<PhiVc/2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 5.15 5.00 0.17 0.17 2.95 0.02 4.29 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 5.17 5.00 0.17 0.17 2.96 0.02 4.29 Vu < PhiVcI2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 5.19 5.00 0.17 0.17 2.96 0.02 4.29 Vu < PhiVd2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 5.21 5.00 0.16 0.16 2.96 0.02 4.29 Vu < PhiVcI2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 5.24 5.00 0.16 0.16 2.97 0.02 4.29 Vu<PhiVci2 lot Reqd ll.' 4.3 0.0 0.0 +1.20D+L+0.20S+E+1,90H 1 5.26 5.00 0.15 0.15 2.97 0.02 4.29 Vu < PhiVcI2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 5.28 5.00 0.15 0.15 2.97 0.02 4.29 Vu < PhiVc12 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 5.31 5.00 0.15 0.15 2.98 0.02 4.29 Vu <PhiVc/2 lot Reqd 11.' 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 5.33 5.00 0.14 0.14 2.98 0.02 4.29 Vu<PhiVcI2 lot Reqd 11. 4.3 0.0 0.0 +120D+L+0.20S+E+1.90H 1 5.35 5.00 0.14 0.14 2.98 0.02 4.29 Vu<PhiVcI2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 5.37 5.00 0.14 0.14 2.99 0.02 4.29 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 5.40 5.00 0.13 0.13 2.99 0.02 4.29 Vu < PhiVc/2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 5.42 5.00 0.13 0.13 2.99 0.02 4.29 Vu < PhiVd2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 5.44 5.00 0.13 0.13 3.00 0.02 4.29 Vu < PhiVcI2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 5.46 5.00 0.12 0.12 3.00 0.02 4.28 Vu < PhiVc/2 lot Reqd 11.' 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 5.49 5.00 0.12 0.12 3.00 0.02 4.28 Vu < PhiVcI2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 5.51 5.00 0.12 0.12 3.00 0.02 4.28 Vu < PhiVcI2 lot Reqd 11., 4.3 0.0 0.0 +120D+L+0.20S+E+1.90H 1 5.53 5.00 0.11 0.11 3.01 0.02 4.28 Vu<PhiVc/2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 5.56 5.00 0.11 0.11 3.01 0.01 4.28 Vu<PhiVd2 lot Reqd ll.' 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 5.58 5.00 0.10 0.10 3.01 0.01 4.28 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 5.60 5.00 0.10 0.10 3.01 0.01 4.28 Vu < PhiVd2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 5.62 5.00 0.10 0.10 3.02 0.01 4.28 Vu<PhiVcI2 lot Reqd ll.z 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 5.65 5.00 0.09 0.09 3.02 0.01 4.28 Vu<PhiVci2 lot Reqd ll.L 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 5.67 5.00 0.09 0.09 3.02 0.01 4.28 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 5.69 5.00 0.09 0.09 3.02 0.01 4.28 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 5.71 5.00 0.08 0.08 3.02 0.01 4.28 Vu < PhiVd2 lot Reqd 11.' 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 5.74 5.00 0.08 0.08 3.03 0.01 4.28 Vu<PhiVcI2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.20S+E+1,90H 1 5.76 5.00 0.08 0.08 3.03 0.01 4.28 Vu<PhiVcI2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 5.78 5.00 0.01 0.07 3.03 0.01 4.28 Vu<PhiVcI2 lot Reqd 11. 4.3 0.0 0.0 +120D+L+0.205+E+1.90H 1 5.81 5.00 0.07 0.07 3.03 0.01 4.28 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +120D+L+0.20S+E+1.90H 1 5.83 5.00 0.07 0.07 3.03 0.01 4.28 Vu < PhiVc/2 lot Reqd 11.' 4.3 0.0 0.0 Core Structure, Inc. Project Title: Lincuuii residence C 0 23172 Plaza Pointe Drive Engineer: Amir Deihimi Suite 145 Project ID: 80088 Laguna Hills, CA 92653 Project Descr: RE 949-954-7244 Printed: 6 MAY 2019. 9:16AM File rCDR0PB0 1REDR selBO8B\I2 TR flOIENG 1M01OO88ec6 Concrete Beam Sahwkcopytig1itEERCALC INC 1982O18 6ui1d10181030 TitTLTfIB!SthMI Ur-jc..s7cflITu,i1T Description : 9-0 Concrete Wall Detailed ShelrIrifórmatiofl Span Distance 'd' Vu (c) Mu dVu/Mu PhrVc Comment PhrVs PhiVn Spacing (in) Load Combination Number (It) (in) Actual Design (k-It) (k) (k) (k) Reqd Suggest +1_.20D+L+0.20S.1.90H 1 5.85 5.00 0.06 0.06 3.03 0.01 4.28 Vu < Phi Vc/2 lot Reqd 11. 4.3 0.0 0.0 +120D+L+0.20S+E+1.90H 1 5.81 5.00 0.06 0.06 3.04 0.01 4.28 Vu < PhiVcI2 lot Reqd 11.' 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 5.90 5.00 0.06 0.06 3.04 0.01 4.28 Vu < PhiVd2 lot Reqd 11.' 4.3 0.0 0.0 +120D+L+0.20S+E+1.90H 1 5.92 5.00 0.05 0.05 3.04 0.01 4.28 Vu < PhiVd2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 5.94 5.00 0.05 0.05 3.04 0.01 4.28 VucPhiVcI2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 5.97 5.00 0.04 0.04 3.04 0.01 4.28 Vu<PhiVcI2 lot Reqd 11. 4.3 0.0 0.0 i-1.20D+L+0.20S+E+1.90H 1 5.99 5.00 0.04 0.04 3.04 0.01 4.28 Vu < PhiVd2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 6.01 5.00 0.04 0.04 3.04 0.01 4.28 Vu < PhiVcI2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 6.03 5.00 0.03 0.03 3.04 0.00 4.28 Vu < PhiVcI2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 6.06 5.00 0.03 0.03 3.04 0.00 4.28 Vu < PhiVd2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 6.08 5.00 0.03 0.03 3.04 0.00 4.28 Vu < PhiVd2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 6.10 5.00 0.02 0.02 3.05 0.00 4.28 Vu < PhiVd2 lot Reqd 11.' 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 6.12 5.00 0.02 0.02 3.05 0.00 4.28 Vu < PhiVd2 lot Reqd 11.4 4.3 0.0 0.0 +1.20D+L+0.205+Ei-1.90H 1 6.15 5.00 0.02 0.02 3.05 0.00 4.28 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +120D+L+0.205+E+1.90H 1 6.11 5.00 0.01 0.01 3.05 0.00 4.28 Vu < PhiVcl2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 6.19 5.00 0.01 0.01 3.05 0.00 4.28 Vu<PhiVcI2 lot Reqd ll.' 4.3 0.0 0.0 +120D+L+0.20S+E+1.90H 1 6.22 5.00 0.01 0.01 3.05 0.00 4.28 Vu<PhiVcI2 lot Reqd ll.1 4.3 0.0 0.0 +120D+L+0.20Si-E+1.90H 1 6.24 5.00 0.00 0.00 3.05 0.00 4.28 Vu<PhiVc/2 lot Reqd 11. 4.3 0.0 0.0 +120D+L+0.20S+E+1.90H 1 6.26 5.00 -0.00 0.00 3.05 0.00 4.28 Vu < PhiVcI2 lot Reqd 11.' 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 6.28 5.00 -0.01 0.01 3.05 0.00 4.28 Vu < PhiVcI2 lot Reqd 11.1 4.3 0.0 0.0 +1.20Di-L+0.20Si-E+1.90H 1 6.31 5.00 -0.01 0.01 3.05 0.00 4.28 Vu < PhiVcI2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 6.33 5.00 -0.01 0.01 3.05 0.00 4.28 Vu < PhiVd2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 6.35 5.00 -0.02 0.02 3.05 0.00 4.28 Vu < Phi Vc/2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+Ei-1.90H 1 6.38 5.00 -0.02 0.02 3.05 0.00 4.28 Vu < PhiVcI2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 6.40 5.00 -0.02 0.02 3.05 0.00 4.28 Vu < PhiVd2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 6.42 5.00 -0.03 0.03 3.04 0.00 4.28 Vu < PhiVd2 lot Reqd 11.' 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 6.44 5.00 -0.03 0.03 3.04 0.00 4.28 Vu < PhiVd2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 6.41 5.00 -0.03 0.03 3.04 0.00 4.28 Vu<PhiVd2 lot Reqd ll.' 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 6.49 5.00 -0.04 0.04 3.04 0.01 4.28 Vu <PhiVcI2 lot Reqd 11. 4.3 0.0 0.0 +120D+L+0.20S+E+1.90H 1 6.51 5.00 -0.04 0.04 3.04 0.01 4.28 Vu < PhiVd2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 6.53 5.00 -0.04 0.04 3.04 0.01 4.28 Vu < PhiVd2 lot Reqd 11. 4.3 0.0 0.0 +120D+L+0.20S+E+1.90H 1 6.56 5.00 -0.05 0.05 3.04 0.01 4.28 Vu < PhiVd2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 6.58 5.00 -0.05 0.05 3.04 0.01 4.28 Vu < PhiVd2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 6.60 5.00 -0.06 0.06 3.04 0.01 4.28 Vu < PhiVc/2 lot Reqd 11.' 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 6.63 5.00 -0.06 0.06 3.04 0.01 4.28 Vu<PhiVd2 lot Reqd 11. 4.3 0.0 0.0 +120D+L+0.20S+E+1.90H 1 6.65 5.00 -0.06 0.06 3.03 0.01 4.28 Vu < PhiVcI2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 6.61 5.00 -0.01 0.07 3.03 0.01 4.28 Vu <PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 6.69 5.00 -0.07 0.07 3.03 0.01 4.28 Vu < PhiVd2 lot Reqd 11.' 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 6.72 5.00 -0.07 0.07 3.03 0.01 4.28 Vu < PhiVd2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E.i-1.90H 1 6.74 5.00 -0.08 0.08 3.03 0.01 4.28 Vu<PhiVcI2 lot Reqd 11. 4.3 0.0 0.0 +120D+L+0.20S+E+1.90H 1 6.76 5.00 -0.08 0.08 3.03 0.01 4.28 Vu<PhiVd2 lot Reqd 11. 4.3 0.0 0.0 +120D+L+0.20S+E+1.90H 1 6.79 5.00 -0.08 0.08 3.02 0.01 4.28 Vu < PhiVcI2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 6.81 5.00 -0.09 0.09 3.02 0.01 4.28 Vu < PhiVd2 lot Reqd 1 V 4.3 0.0 0.0 +1.20Di-L+0.20S+E+1.90H 1 6.83 5.00 -0.09 0.09 3.02 0.01 4.28 Vu < PhiVd2 lot Reqd 11.' 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 6.85 5.00 -0.09 0.09 3.02 0.01 4.28 Vu < PhiVcI2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 6.88 5.00 -0.10 0.10 3.02 0.01 4.28 Vu<PhiVc/2 lot Reqd ll.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 6.90 5.00 -0.10 0.10 3.01 0.01 4.28 Vu<PhiVd2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 6.92 5.00 -0.10 0.10 3.01 0.01 4.28 Vu < PhiVd2 lot Reqd 11.' 4.3 0.0 0.0 i-1.20D+L+0.20S+E+1.90H 1 6.94 5.00 -0.11 0.11 3.01 0.02 4.28 Vu<PhiVcI2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 6.97 5.00 -0.11 0.11 3.01 0.02 4.28 Vu < PhiVd2 lot Reqd 11.4 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 6.99 5.00 -0.12 0.12 3.00 0.02 4.28 Vu<PhiVc/2 lot Reqd 11. 4.3 0.0 0.0 +120D+L+0.20S+E+1.90H 1 7.01 5.00 -0.12 0.12 3.00 0.02 4.28 Vu < PhiVcI2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 7.04 5.00 -0.12 0.12 3.00 0.02 4.28 Vu < PhiVd2 lot Reqd hi 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 7.06 5.00 -0.13 0.13 3.00 0.02 4.29 Vu < PhiVd2 lot Reqd 11. 4.3 0.0 0.0 Hi .Irt: Detailed Shear tnformation Span Distance d Vu () Mu dVu/Mu PhiVc Comment PhiVs PhiVn Spacing (in) Load Combination Number (ft) (in) Actual Design (k-fl) (k) (k) (k) Reqd Suggest +1.20D+L+0.20S+E+1.90H 1 7.08 5.00 -0.13 0.13 2.99 0.02 4.29 Vu < PhiVcI2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 7.10 5.00 -0.13 0.13 2.99 0.02 4.29 Vu < PhiVcI2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 7.13 5.00 -0.14 0.14 2.99 0.02 4.29 Vu < PhiVcI2 lot Reqd 11.' 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 7.15 5.00 -0.14 0.14 2.98 0.02 4.29 Vu < PhiVcI2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 7.17 5.00 -0.14 0.14 2.98 0.02 4.29 Vu < PhiVcI2 lot Reqd 11./ 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 7.19 5.00 -0.15 0.15 2.98 0.02 4.29 Vu < PhiVcI2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 7.22 5.00 -0.15 0.15 2.97 0.02 4.29 Vu < PhiVc/2 lot Reqd 11.' 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 7.24 5.00 -0.15 0.15 2.97 0.02 4.29 Vu < PhiVc/2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 7.26 5.00 -0.16 0.16 2.97 0.02 4.29 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 7.29 5.00 -0.16 0.16 2.96 0.02 4.29 Vu < PhiVcI2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 7.31 5.00 -0.17 0.17 2.96 0.02 4.29 Vu < PhiVcI2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0,20S+E+1.90H 1 7.33 5.00 -0.17 0.17 2.96 0.02 4.29 Vu < PhiVc/2 lot Reqd 11.' 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 7.35 5.00 -0.17 0.17 2.95 0.02 4.29 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 7.38 5.00 -0.18 0.18 2.95 0.02 4.29 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 7.40 5.00 -0.18 0.18 2.94 0.03 4.29 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 7.42 5.00 -0.18 0.18 2.94 0.03 4.29 Vu < PhiVcI2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 7.45 5.00 -0.19 0.19 2.94 0.03 4.29 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 7.41 5.00 -0.19 0.19 2.93 0.03 4.29 Vu < PhiVcI2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 7.49 5.00 -0.19 0.19 2.93 0.03 4.29 Vu < PhiVcI2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 7.51 5.00 -0.20 0.20 2.92 0.03 4.29 Vu < PhiVc/2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 7.54 5.00 -0.20 0.20 2.92 0.03 4.29 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +120D+L+0.205+E+1.90H 1 7.56 5.00 -0.20 0.20 2.91 0.03 4,29 Vu < PhiVcI2 lot Reqd 11. 4.3 0.0 0.0 +120D+L+0.205+E+1.90H 1 7.58 5.00 -0.21 0.21 2.91 0.03 4.29 Vu < PhiVcI2 lot Reqd 11. 4.3 0.0 0.0 +120D+L+0.20S+E+1.90H 1 7.60 5.00 -0.21 0.21 2.90 0.03 4.29 Vu < PhiVcI2 lot Reqd 11.1 4.3 0.0 0.0 +120D+L+0.20S+E+1.90H 1 7.63 5.00 -0.21 0.21 2.90 0.03 4.29 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 7.65 5.00 -0.22 0.22 2.89 0.03 4.29 Vu < PhiVcI2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 7.61 5.00 -0.22 0.22 2.89 0.03 4.29 Vu < PhiVd2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 7.70 5.00 -0.23 0.23 2.88 0.03 4.29 Vu < PhiVc/2 lot Reqd 11.' 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 7.72 5.00 -0.23 0.23 2.88 0.03 4.29 Vu < PhiVcI2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 7.14 5.00 -0.23 0.23 2.87 0.03 4.29 Vu < PhiVd2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 7.76 5.00 -0.24 0.24 2.87 0.03 4.29 Vu < PhiVcI2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 7.79 5.00 -0.24 0.24 2.86 0.03 4.30 Vu < PhiVcI2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 7.81 5.00 -0.24 0.24 2.86 0.04 4.30 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 7.83 5.00 -0.25 0.25 2.85 0.04 4.30 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 7.86 5.00 -0.25 0.25 2.85 0.04 4.30 Vu<PhiVc/2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 7.88 5.00 -0.25 0.25 2.84 0.04 4.30 Vu < PhiVcI2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 7.90 5.00 -0.26 0.26 2.83 0.04 4.30 Vu < PhiVc/2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 7.92 5.00 -0.26 0.26 2.83 0.04 4.30 Vu < PhiVcI2 lot Reqd 11.' 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 7.95 5.00 -0.26 0.26 2.82 0.04 4.30 Vu < PhiVd2 lot Reqd 11., 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 7.97 5.00 -0.27 0.27 2.82 0.04 4.30 Vu < PhiVcI2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 7.99 5.00 -0.27 0.27 2.81 0.04 4.30 Vu<PhiVd2 lot Reqd ll.I 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 8.01 5.00 -0.28 0.28 2.80 0.04 4.30 Vu < PhiVcI2 lot Reqd 11.1 4.3 0.0 0.0 +120D+L+0.205+E+1.90H 1 8.04 5.00 -0.28 0.28 2.80 0.04 4.30 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 8.06 5.00 -0.28 0.28 2.79 0.04 4.30 Vu < PhiVcI2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 8.08 5.00 -0.29 0.29 2.78 0.04 4.30 Vu < PhiVcI2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 8.11 5.00 -0.29 0.29 2.78 0.04 4.30 Vu<PhiVcI2 lot Reqd ll.1 4.3 0.0 0.0 +120D+L+0.20S+E+1.90H 1 8.13 5.00 -0.29 0.29 2.77 0.04 4.30 Vu < PhiVd2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 8.15 5.00 -0.30 0.30 2.76 0.04 4.30 Vu < PhiVcI2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 8.17 5.00 -0.30 0.30 2.16 0.05 4.30 Vu< PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 8.20 5.00 -0.30 0.30 2.75 0.05 4.30 Vu < PhiVc/2 lot Reqd Mi 4.3 0.0 0.0 +1.20D+L+0.20S+E+1,90H 1 8.22 5.00 -0.31 0.31 2.74 0.05 4.30 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +120D+L+0.20S+E+1.90H 1 8.24 5,00 -0.31 0.31 2.74 0.05 4.30 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 8.27 5.00 -0.31 0.31 2.73 0.05 4.30 Vu<PhiVc/2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 8.29 5.00 -0.32 0.32 2.72 0.05 4.30 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 Core Structure, Inc. Project Title: Lincuiii residence C a 23112 Plaza Pointe Drive Engineer: Amir Deihimi Suite 145 Project ID: 80088 Laguna Hills, CA 92653 Project Descr: R 949-954.7244 _______Printed: 6 MAY 2019. 9:16AM [con A wwe*riuIit ENERCAIC INC 1983-2018, flud;10,181Q.30 Description : 9-0' Concrete Wall Detailed Shear jñfórmation Span Distance 'd' Vu (k) Mu dVu/Mu PhiVc Comment PhrVs PhiVn Spacing (in) Load Combination Number (It) (in) Actual Design (k-It) (k) (k) (k) Req'd Suggest +t20D+L+0.205E+1.90H 1 8.31 5.00 -0.32 0.32 2.72 0.05 4.30 Vu < PhiVcI2 lot Reqd 11. 4.3 0.0 0.0 +120D+L+0.205i-E+1.90H 1 8.33 5.00 -0.33 0.33 2.71 0.05 4.30 Vu < PhiVcI2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 8.36 5.00 -0.33 0.33 2.70 0.05 4.30 Vu < PhiVd2 lot Reqd 11.z 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 8.38 5.00 -0.33 0.33 2.69 0.05 4.30 Vu < PhiVd2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 8.40 5.00 -0.34 0.34 2.69 0.05 4.31 Vu < PhiVd2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 8.42 5.00 -0.34 0.34 2.68 0.05 4.31 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 8.45 5.00 -0.34 0.34 2.67 0.05 4.31 Vu < PhiVc/2 lot Reqd 11. 4.3 0.0 0.0 +120D+L+0.20S+E+1.90H 1 8.47 5.00 -0.35 0.35 2.66 0.05 4.31 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 8.49 5.00 -0.35 0.35 2.65 0.05 4.31 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 8.52 5.00 -0.35 0.35 2.65 0.06 4.31 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 8.54 5.00 -0.36 0.36 2.64 0.06 4.31 Vu < PhiVd2 lot Reqd 11.' 4.3 0.0 0.0 +1.20D+L+0.20Si-E+1.90H 1 8.56 5.00 -0.36 0.36 2.63 0.06 4.31 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 8.58 5.00 -0.36 0.36 2.62 0.06 4.31 Vu < PhiVc/2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 8.61 5.00 -0.37 0.37 2.61 0.06 4.31 Vu < PhiVc/2 lot Reqd 11. 4.3 0.0 0.0 +120D+L+0.205+E+1.90H 1 8.63 5.00 -0.37 0.37 2.61 0.06 4.31 Vu < PhiVc/2 lot Reqd 11.' 4.3 0.0 0.0 +120D+L+0.205+E+1.90H 1 8.65 5.00 -0.37 0.37 2.60 0.06 4.31 Vu ( PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 8.67 5.00 -0.38 0.38 2.59 0.06 4.31 Vu < PhiVd2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 8.70 5.00 -0.38 0.38 2.58 0.06 4.31 Vu < PhiVc/2 lot Reqd 11.4 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 8.72 5.00 -0.39 0.39 2.57 0.06 4.31 Vu < PhiVc/2 lot Reqd 11.' 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 8.74 5.00 -0.39 0.39 2.56 0.06 4.31 Vu < PhiVc/2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 8.77 5.00 -0.39 0.39 2.55 0.06 4.31 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 8.79 5.00 -0.40 0.40 2.54 0.06 4.31 Vu < PhiVd2 lot Reqd 11.' 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 8.81 5.00 -0.40 0.40 2.54 0.01 4.31 Vu < PhiVd2 lot Reqd 11.' 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 8.83 5.00 -0.40 0,40 2.53 0.07 4.31 Vu < PhiVd2 lot Reqd 11.4 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 8.86 5.00 -0.41 0.41 2.52 0.07 4.31 Vu < PhiVcI2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.205+Ei-1.90H 1 8.88 5.00 -0.41 0.41 2.51 0.07 4.31 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +120D+L+0.205+E+1.90H 1 8.90 5.00 -0.41 0.41 2.50 0.07 4.32 Vu < PhiVcI2 lot Reqd 11. 4.3 0.0 0.0 +120D+L+0.205+E+1.90H 1 8.93 5.00 -0.42 0.42 2.49 0.07 4.32 Vu < PhiVcI2 lot Reqd 11.1 4.3 0.0 0.0 +120D+L+0.205+E+1.90H 1 8.95 5.00 -0.42 0.42 2.48 0,07 4.32 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +120D+L+0.20S+Ei-1.90H 1 8.97 5.00 -0.42 0.42 2.47 0.07 4.32 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +120D+L+0.20S+E+1.90H 1 8.99 5.00 -0.43 0.43 2.46 0.07 4.32 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 9.02 5.00 -0.43 0.43 2.45 0.07 4.32 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 9.04 5.00 -0.44 0.44 2.44 0.07 4.32 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 9.06 5.00 -0.44 0.44 2.43 0.08 4.32 Vu < PhiVd2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 9.08 5.00 -0.44 0.44 2.42 0.08 4.32 Vu < PhiVd2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 9.11 5.00 -0.45 0.45 2.41 0.08 4.32 Vu<PhiVcI2 lot Reqd ll.4 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 9.13 5.00 -0.45 0.45 2.40 0.08 4.32 Vu < PhiVd2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.205+Ei-1.90H 1 9.15 5.00 -0.45 0.45 2.39 0.08 4.32 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 9.18 5.00 -0.46 0.46 2.38 0.08 4.32 Vu < PhiVcI2 lot Reqd 11.' 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 9.20 5.00 -0.46 0.46 2.37 0.08 4.32 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 9.22 5.00 -0.46 0.46 2.36 0.08 4.32 Vu < PhiVd2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 9.24 5.00 -0.47 0.47 2.35 0.08 4.32 Vu < PhiVd2 lot Reqd 11.' 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 9.27 5.00 -0.47 0.47 2.34 0.08 4.32 Vu < PhiVd2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 9.29 5.00 -0.47 0.47 2.33 0.08 4.32 Vu < PhiVd2 lot Reqd 11.1 4.3 0.0 0.0 +120D+L+0.20S+E+1.90H 1 9.31 5.00 -0.48 0.48 2.32 0.09 4.32 Vu < PhiVd2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 9.34 5.00 -0.48 0.48 2.30 0.09 4.33 Vu < PhiVd2 lot Reqd 11.' 4.3 0.0 0.0 +120D+L+0.20S+E+1.90H 1 9.36 5.00 -0.48 0.48 2.29 0.09 4.33 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 -i-1.20D+L+0.20S+E+1.90H 1 9.38 5.00 -0.49 0.49 2.28 0.09 4.33 Vu < PhiVd2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 9.40 5.00 -0.49 0.49 2.21 0.09 4.33 Vu < PhiVd2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1,90H 1 9.43 5.00 -0.50 0.50 2.26 0.09 4.33 Vu < PhiVc/2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 9.45 5.00 -0.50 0.50 2.25 0.09 4.33 Vu<PhiVc/2 lot Reqd ll.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 9.41 5.00 -0.50 0.50 2.24 0.09 4.33 Vu < PhiVc/2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 9.49 5.00 -0.51 0.51 2.23 0.09 4.33 Vu < PhiVcI2 lot Reqd 11.' 4.3 0.0 0.0 +1.20D+L+0.20Si'E+1.90H 1 9.52 5.00 -0.51 0.51 2.21 0.10 4.33 Vu < PhiVc/2 lot Reqd 11.' 4.3 0.0 0.0 Core Structure, Inc. Project Title: Lincuri residence L 23112 Plaza Pointe Drive C Engineer: Amir Deihimi Suite 145 Project ID: 80088 Laguna Hills, CA 92653 Project Descr. RE 949-954-7244 Printed: 6 MAY 2019. 9:16AM Concrete Beam. FdeDPBO1C0REDR 1\proje &OR 1 c \O3E 1\OJ MOD -1tROO88ec6 1 SotLwarecopynht ENERCAI.C, INC. 19832018Bij10i8.10.30 Licensee Core 1rStructure, Description : 9-0' Concrete Wall DeIId Sheaiifmatiori Span Distance 'd' Vu (k) Mu dVu/Mu PhiVc Comment PhiVs PhiVn Spacing (in) Load Combination Number (ft) (in) Actual Design (k-It) (k) (k) (k) Req'd Suggest +1.20D+L+0.20SE+1.90H 1 9.54 5.00 -0.51 0.51 2.20 0.10 4.33 Vu < PhiVcl2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 9.56 5.00 -0.52 0.52 2.19 0.10 4.33 Vu<PhiVc/2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 9.59 5.00 -0.52 0.52 2.18 0.10 4.33 Vu<PhiVc/2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 9.61 5.00 -0.52 0.52 2.17 0.10 4.33 Vu<PhiVd2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 9.63 5.00 -0.53 0.53 2.16 0.10 4.33 Vu < PhiVcI2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 9.65 5.00 -0.53 0.53 2.14 0.10 4.34 Vu<PhiVc/2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 9.68 5.00 -0.53 0.53 2.13 0.10 4.34 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 9.70 5.00 -0.54 0.54 2.12 0.11 4.34 Vu < PhiVc/2 lot Reqd 11.1 43 0.0 0.0 +120D+L+0.20S+E+1.90H 1 9.72 5.00 -0.54 0.54 2.11 0.11 4.34 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 9.74 5.00 -0.55 0.55 2.09 0.11 4.34 Vu < PhiVc/2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 9.77 5.00 -0.55 0.55 2.08 0.11 4.34 Vu<PhiVc/2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 9.79 5.00 -0.55 0.55 2.07 0.11 4.34 Vu < PhiVc/2 lot Reqd 11.' 4.3 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 9.81 5.00 -0.56 0.56 2.06 0.11 4.34 Vu < PhiVc/2 lot Reqd 11.' 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 9.84 5.00 -0.56 0.56 2.04 0.11 4.34 Vu < PhiVc/2 lot Reqd 11.' 4.3 0.0 0.0 +120D+L+0.20S+E+1.90H 1 9.86 5.00 -056 0.56 2.03 0.12 4.34 Vu<PhiVc/2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 9.88 5.00 -0.57 0.57 2.02 0.12 4.34 Vu<PhiVc/2 lot Reqd 11. 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 9.90 5.00 -0.57 0.51 2.01 0.12 4.34 Vu < PhiVc/2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 9.93 5.00 -0.57 0.57 1.99 0.12 4.34 Vu < PhiVcI2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 9.95 5.00 -0.58 0.58 1.98 0.12 4.35 Vu < PhiVd2 lot Reqd 11.' 4.3 0.0 0.0 +120D+L+0.20S+E+1.90H 1 9.97 5.00 -0.58 0.58 1.91 0.12 4.35 Vu < PhiVd2 lot Reqd 11.1 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 10.00 5.00 -0.58 0.58 1.95 0.12 4.35 Vu<PhiVd2 lot Reqd 11.' 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 10.02 5.00 -0.59 0.59 1.94 0.13 4.35 Vu<PhiVcl2 lot Reqd 11.z 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 10.04 5.00 -0.59 0.59 1.93 0.13 4.35 Vu<PhiVd2 lot Reqd 11f 4.3 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 10.06 5.00 -0.59 0.59 1.91 0.13 4.35 Vu<PhiVd2 lot Reqd ll.e 4.4 0.0 0.0 +1.200+L+0.205+E+1.90H 1 10.09 5.00 -0.60 060 1.90 0.13 4.35 Vu<PhiVc/2 lot Reqd llf 4.4 00 0.0 +120D+L+0.205+E+1.90H 1 10.11 5.00 -0.60 0.60 1.89 0.13 4.35 Vu < PhiVc/2 lot Reqd 11.1 4.4 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 10.13 5.00 -0.61 0.61 1.81 0.13 4.35 Vu < PhiVc/2 lot Reqd 11.' 4.4 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 10.15 5.00 -0.61 0.61 1.86 0.14 4.35 Vu<PhiVd2 lot Reqd 11. 4.4 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 10.18 5.00 -0.61 0.61 1.84 0.14 4.36 Vu < PhiVc/2 lot Reqd 11.1 4.4 0,0 0.0 +1.20D+L+0.205+E+1.90H 1 10.20 5.00 -0.62 0.62 1.83 0.14 4.36 Vu < PhiVc/2 lot Reqd 11.' 4.4 0.0 0.0 +1.20D+L+020S+E+1.90H 1 10.22 5.00 -062 0.62 1.82 0.14 4.36 Vu < PhiVd2 lot Reqd 11.' 4.4 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 10.25 5.00 -062 0.62 1.80 0.14 4.36 Vu < PhiVc/2 lot Reqd 11.1 4.4 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 10.21 5.00 -0.63 0.63 1.79 0.15 4.36 Vu<PhiVc/2 lot Reqd ll.1 4.4 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 10.29 5.00 -0.63 0.63 1.71 0.15 4.36 Vu<PhiVd2 lot Reqd 11 44 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 10.31 5.00 -0.63 0.63 1.76 0.15 4.36 Vu<PhiVd2 lot Reqd 11. 4.4 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 10.34 5.00 -0.64 0.64 1.14 0.15 4.36 Vu < PhiVc/2 lot Reqd 11.1 4.4 0.0 0.0 +1.20D+Li-0.20S+E+1.90H 1 10.36 5.00 -0.64 0.64 1.73 0.15 4.36 Vu<PhiVd2 lot Reqd ll.z 4.4 00 0.0 +1.20D+L+0.205+E+1.90H 1 10.38 5.00 -0.64 0.64 1.71 0.16 4.31 Vu < PhiVd2 lot Reqd 11.' 4.4 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 10.41 5.00 -0.65 0.65 1.70 0.16 4.37 Vu < PhiVd2 lot Reqd 11. 4.4 0.0 0.0 +120D+L+0.20S+E+1.90H 1 10,43 5.00 -0.65 0.65 1.69 0.16 4.37 Vu < PhiVd2 lot Reqd 11., 4.4 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 10.45 5.00 -0.66 0.66 1.67 0.16 4.37 Vu < PhiVcI2 lot Reqd 11. 4.4 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 10.47 5.00 -0.66 0.66 1.66 0.11 4.37 Vu<PhiVc/2 lot Reqd ll.1 4.4 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 10.50 5.00 -0.66 0.66 1.64 0.17 4.31 Vu<PhiVc12 lot Reqd 11. 4.4 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 10.52 5.00 -0.67 067 1.63 0.17 4.37 Vu<PhiVcI2 lot Reqd 11. 4.4 0.0 0.0 +120D+L+0.20S+E+1.90H 1 10.54 5.00 -0.67 0.67 1.61 0.17 4.38 Vu<PhiVd2 lot Reqd ll.1 4.4 0.0 0.0 +120D+L+0.20S+E+1.90H 1 10.56 5.00 -0.61 0.67 1.59 0.18 4.38 VucPhiVcI2 lot Reqd ll.' 4.4 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 10.59 5.00 -0.68 0.68 1.58 0.18 4.38 Vu<PhiVd2 lot Reqd 11. 4.4 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 10.61 5.00 -0.68 0.68 1.56 0.18 4.38 Vu < PhiVc/2 lot Reqd 11.' 4.4 0.0 0.0 +1.200+L+0.205+E+1.90H 1 10.63 5.00 -0.68 0.68 1.55 0.18 4.38 Vu < PhiVc/2 lot Reqd 11.' 4.4 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 10.66 5.00 -0.69 0.69 1.53 0.19 4.38 Vu<PhiVd2 lot Reqd ll.' 4.4 0.0 0.0 +120D+L+0.20S+E+1.90H 1 10.68 5.00 -0.69 0.69 1.52 0.19 4.39 Vu<PhiVd2 lot Reqd 11.4 4.4 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 10.70 5.00 -0.69 0.69 1.50 0.19 4.39 Vu < PhiVc/2 lot Reqd 11.1 4.4 0.0 0.0 +1.20D+L+0I0S+E+1.90H 1 10.72 5.00 -0.70 0.10 1.49 0.20 4.39 Vu < PhiVd2 lot Reqd 11 4.4 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 10.75 5.00 -0.70 0.10 1.41 0.20 4.39 Vu < PhiVd2 lot Reqd 11. 4.4 0.0 0.0 0 Core Structure, Inc. 23172 Plaza Pointe Drive %10 Suite 145 RE Laguna Hills, CA 92653 949-954-7244 Project Title: Lincuuu u r'esidence Engineer: Amir Deihimi Project ID: 80088 Project Descr: Printed: 6 MAY 2019. 9:16AM r Description :9-0 Concrete Wall Detailed Sheit Information Span Distance d Vu Load Combination Number (ft) (in) Actual 12D[0.20S+E+1.90H 1 10.77 5.00 -0.71 +120D+L+0.20S+E+1.90H 1 10.79 5.00 -0.71 +120D+L+0.20S+E+1.90H 1 10.82 5.00 -0.71 +1.20D+L+0.20S+E+1.90H 1 10.84 5.00 -0.72 +120D+L+0.20S+E+1.90H 1 10.86 5.00 -0.72 +120D+L+0.20S+E+1.90H 1 10.88 5.00 -0.72 +120D+L+0.20S+E+1.90H 1 10.91 5.00 -0.73 +1.20D+L+0.20S+E+1.90H 1 10.93 5.00 -0.73 +1.20Di-L+0.20Si-E+1.90H 1 10.95 5.00 -0.73 +1200+L+0.20S+E+1.90H 1 10.97 5.00 -0.74 +1.20D+L+0.20S+E+1.90H 1 11.00 5.00 -0.74 +1.200+L+0.20S+E+1.90H 1 11.02 5.00 -0.74 +120D+L+0.20S+E+1.90H 1 11.04 5.00 -0.75 +120D+L+0.20S+E+1.90H 1 11.07 5.00 -0.75 +120D+L+0.20S+E+1.90H 1 11.09 5.00 -0.75 +1.20D+L+0.20S+E+1.90H 1 11.11 5.00 -0.76 +1.20D+L+0.20S+E+1.90H 1 11.13 5.00 -0.76 +120D+L+0.20S+E+1.90H 1 11.16 5.00 -0.77 +1.20D+L+0.20S+E+1.90H 1 11.18 5.00 -0.77 +1.20D+L+0.20S+E+1.90H 1 11.20 5.00 -0.77 +120D+L+0.20S+E+1.90H 1 11.22 5.00 -0.78 +1.20D+L+0.20S+E+1.90H 1 11.25 5.00 -0.78 +120D+L+0.20S+E+1.90H 1 11.27 5.00 -0.78 +120D+L+0.20S+E+1.90H 1 11.29 5.00 -0.79 +1.200+L+0.20S+E+1.90H 1 11.32 5.00 -0.79 +1.20D+L+0.20S+E+1.90H 1 11.34 5.00 -0.79 +1.20D+L+0.20S+E+1.90H 1 11.36 5.00 -0.80 +1.20D+L+0.20S+E+1.90H 1 11.38 5.00 -0.80 +1.20D+L+0.20S+E+1.90H 1 11.41 5.00 -0.80 +1.200+L+0.20S+E+1.90H 1 11.43 5.00 -0.81 +1.20D+L+0.20S+E+1.90H 1 11.45 5.00 -0.81 +1.20D+L+0.20S+E+1.90H 1 11.48 5.00 -0.82 +1.20D+L+0.20S+E+1.90H 1 11.50 5.00 -0.82 +1.20D+L+0.20S+E+1.90H 1 11.52 5.00 -0.82 +1.20D+L+0.205+E+1.90H 1 11.54 5.00 -0.83 +1.20D+L+0.20S+E+1.90H 1 11.57 5.00 -0.83 +1.20D+L+0.20S+E+1.90H 1 11.59 5.00 -0.83 +1.20D+L+0.20S+E+1.90H 1 11.61 5.00 -0,84 +1.20D+L+0.20S+E+1.90H 1 11.63 5.00 -0.84 +1.20D+L+0.20S+E+1.9014 1 11.66 5.00 -0.84 +1.20D+L+0.20S+E+1.90H 1 11.68 5.00 -0.85 +1.20D+L+0.20S+E+1.90H 1 11.70 5.00 -0.85 +1.20D+L+0.20S+E+1.90H 1 11.73 5.00 -0.85 +1.20D+L+0.20S+E+1.90H 1 11.75 5.00 -0.86 +1.200+L+0.20S+E+1.90H 1 11.77 5.00 -0.86 +1.20D+L+0.20S+E+1.90H 1 11.79 5.00 -0.86 +1.20D+L+0.20S+E+1.90H 1 11.82 5.00 -0.87 +1.20D+L+0.20S+E+1.90H 1 11,84 5.00 -0.87 +120D+L+0.20S+E+1.90H 1 11.86 5.00 -0.88 +1.20D+L+0.20S+E+1.90H 1 11.89 5.00 -0.88 +1.20D+1+0.20S+E+1.90H 1 11.91 5.00 -0.88 +1.200+L+0.20S+E+1.90H 1 11.93 5.00 -0.89 +1.20D+L+0.205+E+1.90H 1 11.95 5.00 -0.89 +1.20D+L+0.20S+E+1.90H 1 11.98 5.00 -0.89 (k) Design Mu (k-ft) dVuIMu Phi'Vc (k) Comment PhiVs (k) Phi'Vn (k) Spacing (in) Reqd Suggest 0.71 1.45 0.20 4.39 Vu < PhiVcf2 lot Reqd 11.' 4.4 0.0 0.0 0.71 1.44 0.21 4.39 Vu < PhiVc/2 lot Reqd 11.' 4.4 0.0 0.0 0.71 1.42 0.21 4.40 Vu < PhiVcI2 lot Reqd 11.i 4.4 0.0 0.0 0.72 1.41 0.21 4.40 Vu < PhiVcI2 lot Reqd 11. 4.4 0.0 0.0 0.72 1.39 0.22 4.40 Vu < PhiVd2 lot Reqd 11.1 4.4 0.0 0.0 0.72 1.37 0.22 4.40 Vu < PhiVd2 lot Reqd 11.4 4.4 0.0 0.0 0.73 1.36 0.22 4.40 Vu < PhiVc/2 lot Reqd 11.1 4.4 0.0 0.0 0.73 1.34 0.23 4.41 Vu < PhiVc/2 lot Reqd 11.1 4.4 0.0 0.0 0.73 1.32 0.23 4.41 Vu < PhiVc/2 lot Reqd 11.1 4.4 0.0 0.0 0.74 1.31 0.24 4.41 Vu < PhiVcI2 lot Reqd 11.1 4.4 0.0 0.0 0.74 1.29 0.24 4.41 Vu < PhiVc/2 lot Reqd 11. 4.4 0.0 0.0 0.74 1.27 0.24 4.42 Vu < PhiVc/2 lot Reqd 11. 4.4 0.0 0.0 0.75 1.26 0.25 4.42 Vu < PhiVc/2 lot Reqd 11.1 4.4 0.0 0.0 0.75 1.24 0.25 4.42 Vu < PhiVc/2 lot Reqd 11.1 4.4 0.0 0.0 0.75 1.22 0.26 4.42 Vu < PhiVcI2 lot Reqd 11.1 4.4 0.0 0.0 0.76 1.20 0.26 4.43 Vu < PhiVc/2 lot Reqd 11.1 4.4 0.0 0.0 0.76 1.19 0.27 4.43 Vu < PhiVc/2 lot Reqd 11.1 4.4 0.0 0.0 0.77 1.17 0.27 4.43 VuPhiVd2 lot Reqd ll.1 4.4 0.0 0.0 0.77 1.15 0.28 4.44 Vu < PhiVc/2 lot Reqd 11.1 4.4 0.0 0.0 0.77 1.13 0.28 4.44 Vu < PhiVc/2 lot Reqd 11.1 4.4 0.0 0.0 0.78 1.12 0.29 4.44 Vu < PhiVc/2 lot Reqd 11.1 4.4 0.0 0.0 0.78 1.10 0.30 4.45 Vu < PhiVc/2 lot Reqd 11.1 4.4 0.0 0.0 0.78 1.08 0.30 4.45 Vu < PhiVcI2 lot Reqd 11.1 4.5 0.0 0.0 0.79 1.06 0.31 4.45 Vu < PhiVc/2 lot Reqd 11.1 4.5 0.0 0.0 0.79 1.05 0.32 4.46 Vu<PhiVcI2 lot Reqd 11. 4.5 0.0 0.0 0.79 1.03 0.32 4.46 Vu < PhiVc/2 lot Reqd 11. 4.5 0.0 0.0 0.80 1.01 0.33 4.47 Vu < PhiVc/2 lot Reqd 11.1 4.5 0.0 0.0 0.80 0.99 0.34 4.47 Vu < PhiVc/2 lot Reqd 11. 4.5 0.0 0.0 0.80 0.97 0.34 4.48 Vu < PhiVc/2 lot Reqd 11. 4.5 0.0 0.0 0.81 0.95 0.35 4.48 Vu < PhiVc/2 lot Reqd 11. 4.5 0.0 0.0 0.81 0.94 0.36 4.49 Vu < PhiVc/2 lot Reqd 11.1 4,5 0.0 0.0 0.82 0.92 0.37 4.49 Vu < PhiVc/2 lot Reqd 11. 4.5 0.0 0.0 0.82 0.90 0.38 4.50 Vu < PhiVc/2 lot Reqd 11.4 4.5 0.0 0.0 0.82 0.88 0.39 4.50 Vu < PhiVc/2 lot Reqd 11.1 4.5 0.0 0.0 0.83 0.86 0.40 4.51 Vu < PhiVc/2 lot Reqd 11.1 4.5 0.0 0.0 0.83 0.84 0.41 4.51 Vu < PhiVc/2 lot Reqd 11.1 4.5 0.0 0.0 0.83 0.82 0.42 4.52 Vu < PhiVc/2 lot Reqd 11.1 4.5 0.0 0.0 0.84 0.80 0.43 4.53 Vu < PhiVc/2 lot Reqd 11.' 4.5 0.0 0.0 0.84 0.79 0.45 4.53 Vu < PhiVc/2 lot Reqd 11.1 4.5 0.0 0.0 0.84 0.77 0.46 4.54 Vu < PhiVc/2 lot Reqd 11., 4.5 0.0 0.0 0.85 0.75 0.47 4.55 Vu < PhiVc/2 lot Reqd 11. 4.5 0.0 0.0 0.85 0.73 0.49 4.56 Vu < PhiVc/2 lot Reqd 11. 4.6 0.0 0.0 0.85 0.71 0.50 4.57 Vu<PhiVcI2 lot Reqd ll.L 4.6 0.0 0.0 0.86 0.69 0.52 4.58 Vu < PhiVcJ2 lot Reqd 11.4 4.6 0.0 0.0 0.86 0.67 0.54 4.59 Vu < PhiVd2 lot Reqd 11.1 4.6 0.0 0.0 0.86 0.65 0.55 4.60 Vu < PhiVc/2 lot Reqd 11.1 4.6 0.0 0.0 0.87 0.63 0.57 4.61 Vu < PhiVc/2 lot Reqd 11. 4.6 0.0 0.0 0.87 0.61 0.60 4.62 Vu < PhiVc/2 lot Reqd 11. 4.6 0.0 0.0 0.88 0.59 0.62 4.63 Vu < PhiVc/2 lot Reqd 11.1 4.6 0.0 0.0 0.88 0.57 0.64 4.65 Vu < PhiVc/2 lot Reqd 11.1 4.6 0.0 0.0 0.88 0.55 0.67 4.66 Vu < PhiVc/2 lot Reqd 11.1 4.7 0.0 0.0 0.89 0.53 0.70 4.68 Vu < PhiVc/2 lot Reqd 11.1 4.7 0.0 0.0 0.89 0.51 0.73 4.70 Vu<PhiVcI2 lot Reqd ll.1 4.7 0.0 0.0 0.89 0.49 0.76 4.72 Vu < PhiVc/2 lot Reqd 11.' 4.7 0.0 0.0 C o Core Structure, Inc. 23172 Plaza Pointe Drive Suite 145 RE Laguna Hills, CA 92653 949-954-7244 Project Title: Linc,111 residence Engineer: Amir Deihimi Project ID: 80088 Project Descr: = C:DRQO-C 9, Printed: 6 MAY 2019, 9:16AM FR \FF EN 1O1 MD 'e6 Description :9-0 Concrete Wall Detailed Shear Information Span Distance 'd' Vu (k) Mu dVu/Mu Phi'Vc Comment PhrVs Phi'Vn Spacing (in) Load Combination Number (ft) (in) Actual Design -ft) (k) (k) (k) Reqd Suggest +1.20D+L+0.20S+E+1.90H 1 12.00 5.00 -0.90 0.90 0.47 0.80 4.74 Vu < PhiVc/2 lot Reqd 11. 4.7 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 12.02 5.00 -0.90 0.90 0.45 0.84 4.76 Vu < PhiVc/2 lot Reqd 11.1 4.8 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 12.04 5.00 -0.90 0.90 0.43 0.88 4.79 Vu < PhiVc/2 lot Reqd 11. 4.8 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 12.07 5.00 -0.91 0.91 0.41 0.93 4.81 Vu < PhiVc/2 lot Reqd 11. 4.8 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 12.09 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+0.205+E+1.90H 1 12.11 5.00 -0.91 0.91 0.37 1.00 4.86 Vu < PhiVc/2 lot Reqd 11.' 4.9 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 12.14 6.00 -0.92 0.92 0.34 1.00 4.86 Vu < PhiVc/2 lot Reqd 11.1 4.9 0.0 0.0 +120D+L+0.20S+E+1.90H 1 12.16 5.00 -0.92 0.92 0.32 1.00 4.86 Vu < PhiVc/2 lot Reqd 11.' 4.9 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 12.18 5.00 -0.93 0.93 0.30 1.00 4.86 Vu < PhiVc/2 lot Reqd 11.1 4.9 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 12.20 5.00 -0.93 0.93 0.28 1.00 4.86 Vu<PhiVc/2 lot Reqd 11. 4.9 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 12.23 5.00 -0.93 0.93 0.26 1.00 4.86 Vu < PhiVcI2 lot Reqd 11.' 4.9 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 12.25 5.00 -0.94 0.94 0.24 1.00 4,86 Vu < PhiVc/2 lot Reqd 11. 4.9 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 12.27 5.00 -0.94 0.94 0.22 1.00 4.86 Vu < PhiVc/2 lot Reqd 11.L 4.9 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 12.30 5.00 -0.94 0.94 0.20 1.00 4.86 Vu < PhiVc/2 lot Reqd 11.' 4.9 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 12.32 5.00 -0.95 0.95 0.18 1.00 4.86 Vu<PhiVc/2 lot Reqd ll.' 4.9 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 12.34 5.00 -0.95 0.95 0.15 1.00 4.86 Vu < PhiVd2 lot Reqd 11.' 4.9 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 12.36 5.00 -0.95 0.95 0.13 1.00 4.86 Vu < PhiVd2 lot Reqd 11.1 4.9 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 12.39 5.00 -0.96 0.96 0.11 1.00 4.86 Vu < PhiVc/2 lot Reqd 11. 4.9 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 12.41 5.00 -0.96 0.96 0.09 1.00 4.86 Vu < PhiVc/2 lot Reqd 11.1 4.9 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 12.43 5.00 -0.96 0.96 0.07 1.00 4.86 Vu < PhiVc/2 lot Reqd 11.1 4.9 0.0 0.0 +1.20D+L+0.205+E+1.90H 1 12.45 5.00 -0.97 0.97 0.04 1.00 4.86 Vu<PhiVd2 lot Reqd 11. 4.9 0.0 0.0 +1.20D+L+0.20S+E+1.90H 1 12.48 5.00 -0.97 0.97 0.02 1.00 4.86 Vu < PhiVc/2 lot Reqd 11. 4.9 0.0 0.0 +120D+L+0.20S+E+1.90H 1 12.50 5.00 -0.98 0.98 0.00 1.00 4.86 Vu < PhiVc/2 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 PhiMnx Stress Ratio MAXimum BENDING Envelope Span #1 1 12.500 3.05 6.47 0.47 +1.40D+1.60H Span #1 1 12.500 2.64 6.47 0.41 +1.20D+0.50Lr+1.60L+1.60H Span #1 1 12.500 2.27 6.47 0.35 +120D+1.60L+0.50S+1.60H Span #1 1 12.500 2.27 6.47 0.35 +1.20D+1.60Lr+L+1.60H Span #1 1 12.500 2.27 6.47 0.35 +1.20D+1.60Lr+0.50W+1.60H Span #1 1 12.500 2.27 6.47 0.35 +1.20D+L+1.605+1.60H Span #1 1 12.500 2.27 6.47 0.35 +1.20D+1 .605+0.50W+1.60H Span #1 1 12.500 2.27 6.47 0.35 +1.20D+0.50Lr+L+W+1.60H Span #1 1 12.500 2.27 6.47 0.35 +1.20D+L+0.505+W+1.60H Span #1 1 12.500 2.27 6.47 0.35 +0.90D+W+E+1.60H Span #1 1 12.500 2.48 6.47 0.38 +1.20D+L+0.205+E+1.90H Span #1 1 12.500 3.05 6.47 0.47 +0.90D+E+0.90H Span #1 1 12.500 2.48 6.47 0.38 Overall Maximum Deflection's Load Combination Span Max. %" Dell (in) Location in Span (ft) Load Combination Max. '+ Defi (in) Location in Span (It) +D+0.70E+0.60H 1 0.0464 6.250 0.0000 0.000