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Dynamic Structures,PC Project Title: Downing Residence <br /> www.dynamicstructurespc.com Engineer: CB/DS Project ID: 209.116.003 <br /> Project Descr: Ridge beam and 1st floor joists <br /> Printed:6 JUN 2017,10:29AM <br /> Mason Slender Wall File=C:1DSPCPR-11KLARDI-11209116-1.0031Cakslcalcs.ec6 <br /> ENERCALC,INC.1983-2017,Build:6.17.3.17,Ver:6.17.3.17 <br /> Lic.#:KW-06008989 Licensee:Dynamic Structures,PC <br /> Description: SW lower level CMU wall <br /> Design Maximum Combinations-Deflections Results reported for"Strip Width"=12 in. <br /> Axial Load Moment Values Stiffness Deflections <br /> Load Combination Pu Mcr Mactual I gross I cracked I effective Deflection Defl.Ratio <br /> k k-ft k-ft in^4 in^4 in^4 in <br /> W Only at 4.00 to 4.27 0.000 0.44 0.24 331.10 11.76 331.100 0.006 15,554.9 <br /> E Only at 4.00 to 4.27 0.000 0.44 0.08 331.10 11.76 331.100 0.002 46,664.6 <br /> Reactions-Vertical&Horizontal Results reported for"Strip Width"=12 in. <br /> Load Combination Base Horizontal Top Horizontal Vertical @ Wall Base <br /> D Only 0.0 k 0.01 k 1.115 k <br /> +D+L 0.0 k 0.02 k 1.355 k <br /> +D+Lr 0.0 k 0.01 k 1.415 k <br /> +D+S 0.0 k 0.01 k 1.640 k <br /> +D+0.750Lr+0.750L 0.0 k 0.01 k 1.520 k <br /> +0+0.750L+0.750S 0.0 k 0.01 k 1.689 k <br /> +0+0.60W 0.1 k 0.07 k 1.115 k <br /> +D+0.70E 0.0 k 0.02 k 1.115 k <br /> +D+0.750Lr+0.750L+0.450W 0.1 k 0.04 k 1.520 k <br /> +D+0.750L+0.7505+0.450W 0.1 k 0.04 k 1.689 k <br /> +D+0.7501+0.7505+0.5250E 0.0 k 0.01 k 1.689 k <br /> +0.600+0.60W 0.1 k 0.07 k 0.669 k <br /> +0.600+0.70E 0.0 k 0.02 k 0.669 k <br /> Lr Only 0.0 k 0.00 k 0.300 k <br /> L Only 0.0 k 0.01 k 0.240 k <br /> S Only 0.0 k 0.00 k 0.525 k <br /> W Only 0.1 k 0.12 k 0.000 k <br /> E Only 0.0 k 0.04 k 0.000 k <br /> 11 of 17 <br />