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(cont'd) <br />BENDING MOMENT & SHEAR AT EACH FOOTING SECTION <br />Section 0 1/10 L 2/10 L 3/10 L 4/10 L 5/10 L 6/10 L 7/10 L 8/10 L 9/10 L L <br />Xu (ft)0 1.80 3.60 5.40 7.20 9.00 10.80 12.60 14.40 16.20 18.00 <br />Pu,w (klf)0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.0 0.1 -0.8 -1.7 <br />Mu,w (ft-k)0 0 0 0 0 0 0 -2 -7 -12 -15 <br />Vu,w (kips)0 0 0 0 0 0 0 -2 -3 -2 0 <br />Pu,f (ksf)0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 <br />Mu,f (ft-k)0 0 -1 -3 -5 -7 -10 -14 -18 -23 -28 <br />Vu,f (kips)0 0 -1 -1 -1 -2 -2 -2 -3 -3 -3 <br />qu (ksf)-0.4 -0.4 -0.3 -0.3 -0.2 -0.2 -0.1 -0.1 0.0 0.0 0.0 <br />Mu,q (ft-k)0 1 3 6 9 14 19 25 31 37 43 <br />Vu,q (kips)0 1 1 2 2 3 3 3 3 3 3 <br />Mu (ft-k)0 0 1 3 5 7 9 9 6 2 0 <br />Vu (kips)0 0 1 1 1 1 1 -1 -2 -2 0 <br />Location Mu,max d (in)reqD provD Vu,max Vc = 2 b d (fc')0.5 <br />Top Longitudinal 0 ft-k 8.75 0.0000 0.0000 2 kips 10 kips <br />Bottom Longitudinal 9 ft-k 8.75 0.0035 0.0038 2 kips 10 kips <br />Bottom Transverse 0 ft-k / ft 8.25 0.0000 0.0000 0 kips / ft 9 kips / ft <br />Where min =0.0014 <br />0.0232 [Satisfactory] <br />0 <br />2 <br />4 <br />6 <br />8 <br />10 <br />Series1 <br />-4 <br />-2 <br />0 <br />2 <br />Series1 <br />ADU 1123 Magnolia Ave. <br />Proj. No. 16113.00 09/30/24 <br />55 <br />1123 S Magnolia Ave <br />Unit# 22/19/2025