Laserfiche WebLink
PROJECT <br />PROJECT NO. <br />ITEM <br />McGuff TI <br />Foundation ENGINEER <br />DATE <br />SHEET NO. <br />3/12/2025 <br />CL <br />S24-0254 <br />Check Flexural Steel <br />Note:Use same critical area as 1-way shear <br />Mu =0.08 k-ft =(f max /1000) x ((B x l')/144) x (l'/(2x12)) <br />As,req =0.01 in2 =(M u x 12)/(0.9 x F y x 0.9d) <br />Verify Tempurature & Shrinkage Steel <br />As(S&T) =0.324 in2 =0.0018Bt ==> Governs <br />As/FT =0.108 in2/ft <br />Note:Use table A.3 <br />Provide:#4 bars <br />As = 0.15 in2/ft [O.K.] <br />@ 16 in o.c. <br /> BRANDOW & JOHNSTON STRUCTURAL & CIVIL ENGINEERS | LOS ANGELES NEWPORT BEACH