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qji --" <br /> Load and Material Strength Loading Geometery Ultimate Moment Calculation <br /> wu 1.4625 kip/ft Shaft Diameter 2.5 fta 1.25 ft <br /> fc' 4500 psi Flange Width 18 in b 2 ft <br /> fy 60 ksi Spacing 6 ftc I 75 ft <br /> (31 0.825 Vu 1.41 kip/ft <br /> Mu 2.559 kip-ft/ft <br /> Effective Beam Dimensions Beam Capacity Mu 30.7 I kip-in/ft <br /> As 0.31 inA2/ft <--#5 bar c 0.491186374 in <br /> d 4 in es 0.021430645 Temperature Control Requirements <br /> h 9 in cP 0.9 At in^2/ft <--#4 bar <br /> p u uou-l5c; Mn kip-in/ft <br /> pb 0.031127 cp*Mn 63.56823529 kip-in/ft Compression controlled coefficients <br /> As,min 0.160997 inA2 (If 4,*Mn is green,then design is satisfied) I i au4U1_, <br /> m 1 <br /> Edge Shear Capacity n -4 <br /> Vc _ i6 kip/ft <br /> W*Vc 4.829907 kip/ft <br /> (If *Vc is green,then design is satisfied) <br /> Wall Hieght= 24(ft) <br /> Ka= 0.33 <br /> Pactive= 40.0(pcf) triangular <br /> Pseismic= 17.5 *Hw(psf) uniform <br /> Ptraffic= 250*Ka(psf) uniform <br /> Ptotal= 1462.5 =>Pactive*(Hw)+Pseismic*(Hw)+Ptraffic*(Ka) <br /> I <br /> I <br /> I <br />