2017 - 00197 - addn/remodel/repair

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' Dynamic Structures,PC Project Title: Downing Residence www.dynamicstructurespc.com Engineer: CB/DS Project ID: 209.116.003 Project Descr: Ridge beam and 1st floor joists Printed:6 JUN 2017,10:29AM Masonr Slender Wall File=C:1DSPCPR-11KLARDI-11209116-1.0031Calcslcalcs.ec6 y ENERCALC,INC.1983-2017,Build:6.17.3.17,Ver:6.17.3.17 Lic.#:KW-06008989 Licensee:Dynamic Structures,PC Description: SW lower level CMU wall DESIGN SUMMARY Results reported for"Strip Width"of 12.0 in Governing Load Combination... Actual Values... Allowable Values... PASS Moment Capacity Check Maximum Bending Stress Ratio = 0.2502 +0.90D+W Max Mu 0.2625 k-ft Phi*Mn 1.049 k-ft PASS Service Deflection Check Actual Defl.Ratio L/ 15555 Allowable Defl.Ratio 150 W Only Max.Deflection 0.006172 in PASS Axial Load Check Max Pu/Ag 26.067 psi Max.Allow.Defl. 0.640 in +1.20D+0.50L+0.50S+W Location 4.40 ft 0.2*f m 300.0 psi PASS Reinforcing Limit Check Controlling As/bd 0.001093 As/bd 0.1033 rho bal 0.1035 Maximum Reactions... for Load Combination.... Top Horizontal W Only 0.120 k Base Horizontal W Only 0.120 k Vertical Reaction +D+0.750L+0.750S 1.689 k Design Maximum Combinations-Moments Results reported for"Strip Width"=12 in. Axial Load Moment Values 0.6* Load Combination Pu 0.2*fm*b*t Mcr Mu Phi Phi Mn As As Ratio rho bal k k k-ft k-ft k-fl in^2 +1.40D at 7.73 to 8.00 0.966 16.560 0.44 0.07 0.90 1.10 0.050 0.0011 0.1031 +1.20D+0.50Lr+1.60L at 7.73 to 8.00 1.362 16,560 0.44 0.19 0.90 1.20 0.050 0.0011 0.1030 +1.20D+1.60L+0.503 at 7.73 to 8.00 1.474 16.560 0.44 0.19 0.90 1.23 0.050 0.0011 0.1030 +1.20D+1.60Lr+0.50L at 7.73 to 8.00 1.428 16.560 0.44 0.10 0.90 1.22 0.050 0.0011 0.1030 +1.200+1.60Lr+0.50W at 4.27 to 4.53 1.536 16.560 0.44 0.15 0.90 1.25 0.050 0.0011 0.1029 +1.200+0.50L+1.605 at 7.73 to 8.00 1.788 16.560 0.44 0.10 0.90 1.31 0.050 0.0011 0.1028 +1.20D+1.60S+0.50W at 4.27 to 4.53 1.896 16.560 0.44 0.15 0.90 1.34 0.050 0.0011 0.1028 +1.20D+0.50Lr+0.50L+W at 4.27 to 4.53 1.326 16.56Q 0.44 0.29 0.90 1.19 0.050 0.0011 0.1030 +1.20D+0.50L+0.50S+W at 4.27 to 4.53 1.439 16.560 0.44 0.29 0.90 1.22 0.050 0.0011 0.1030 +1.20D+0.50L+0.70S+E at 5.07 to 5.33 1.491 16.560 0.44 0.14 0.90 1.23 0.050 0.0011 0.1030 +0.90D+W at 4.00 to 4.27 0.806 16.560 0.44 0.26 0.90 1.05 0.050 0.0011 0.1032 +0.90D+E at 4.53 to 4.80 0.779 16.560 0.44 0.10 0.90 1.05 0.050 0.0011 0.1032 Desn Maximum Combinations-Deflections Results reported for"Strip Width"=12 in. Axial Load Moment Values Stiffness Deflections Load Combination Pu Mcr Mactual I gross I cracked I effective Deflection Defl.Ratio k k-ft k-ft in^4 in^4 In^4 in D Only at 4.53 to 4.80 0.866 0.44 0.03 331.10 14.60 331.100 0.001 120928.1 +D+L at 4.53 to 4.80 1.106 0.44 0.08 331.10 15.36 331.100 0.002 46,488.0 +D+Lr at 4.53 to 4.80 1.166 0.44 0.03 331.10 15.55 331.100 0.001 120854.0 +D+S at 4.53 to 4.80 1.391 0.44 0.03 331.10 16.24 331.100 0.001 120798.4 +D+0.750Lr+0.750L at 4.53 to 4.80 1.271 0.44 0.06 331.10 15.87 331.100 0.002 54,921.8 +D+0.750L+0.7505 at 4.53 to 4.80 1.439 0.44 0.06 331.10 16.39 331.100 0.002 54,902.9 +D+0.60W at 4.00 to 4.27 0.895 0.44 0.17 331.10 14.69 331.100 0.004 21,374.3 +D+0.70E at 4.00 to 4.27 0.895 0.44 0.08 331.10 14.69 331.100 0.002 43,161.6 +D+0.750Lr+0.750L+0.450W at 4.00 to 4.27 1.300 0.44 0.17 331.10 15.96 331.100 0.005 21,307.5 +D+0.750L+0.750S+0.450W at 4.00 to 4.27 1.469 0.44 0.17 331.10 16.48 331.100 0.005 21,299.9 +D+0.750L+0.7505+0.5250E at 4.27 to 4.53 1.454 0.44 0.10 331.10 16.44 331.100 0.003 34,102.4 +0.60D+0.60W at 4.00 to 4.27 0.537 0.44 0.16 331.10 13.54 331.100 0.004 22,990.2 +0.60D+0.70E at 4.00 to 4.27 0.537 0.44 0.07 331.10 13.54 331.100 0.002 50,256.6 0.000 0.00 0.00 0.00 0.00 0.000 0.000 0.0 L Only at 4.53 to 4.80 0.240 0.44 0.05 331.10 12.56 331.100 0.001 75,676.3 0.000 0.00 0.00 0.00 0.00 0.000 0.000 0.0 10 of 17