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Location of Reinforcing Steel d= 3.81 in <br /> Bar Spacing(c/c) sbr = 48 in <br /> Consider Compression Reinforcement? No T1.15402/60?-16 CI6 3 3 3 <br /> Loads <br /> Default Load Eccentricity e= —1.33 in <br /> Axial,Shear,&Moment Loads V,P,M= <br /> Label Location z(ft) Eccentricity e(0) Load Magnitudes V,P,Al <br /> Floor Load 12 0.111 D:617 plf,L:4000 plf <br /> Include Self Weight? Yes <br /> Sell-.trighl is calculated based on density of block multip'ied by <br /> Self Weight SW= 20.816/ftz the ha'lo.v blod area per Pnear foot plus Ne are age mata <br /> area per Lnear foal by an assumed monac densily.of 140 prf. <br /> Floor Load Eccentricity <br /> 12ft <br /> ,jD:-68.6 Ib*ft/ft <br /> N <br /> .)L:A44 lb*ft/ft <br /> 12 <br /> Floor Load <br /> 12ft <br /> 1D:617 plf <br /> 10 - 1 L:4000 plf <br /> c <br /> E <br /> v 8 4- <br /> 0 <br /> 0 L <br /> m <br /> E 6 <br /> tv <br /> V <br /> C <br /> to <br /> 4 <br /> 0 <br /> 2 <br /> 0 • <br /> op <br /> �N <br /> O <br /> fb <br /> Design Conditions I �•d F tp <br /> o <br /> Design Code for Load Combinations International Building Code(IBC)2018 ti�f "• <br /> Key Properties <br /> Face Shell Thickness tfs = 1.25 in NV ATEK 14-016 <br /> tl 3 Zola <br /> Net Area An = 40.3in2/ft f1CMATEK1401P. <br /> Greenfield Rev 3 Page 13 of 52 <br />