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Beam: M1 <br /> Shape: 358CSW16 .224 at 0 ft <br /> Material: A570 Gr.33 <br /> Length: 15 ft <br /> I Joint: N1 <br /> J Joint: N2 <br /> LC 1: D+.7E A k <br /> Code Check: 0.780 (bending) <br /> Report Based On 97 Sections <br /> .469 at 0 ft .03 at 0 ft <br /> fa ksi V I \ I k <br /> -.03 at 7.5 ft <br /> 4.707 at 7.5 ft <br /> M k-ft <br /> fc ksi <br /> -.223 at 7.5 ft <br /> ft ksi D in <br /> ..............ez <br /> -4.707 at 7.5 ft -.264 at 7.5 ft <br /> AISI S100-16:ASD Code Check <br /> Max Bending Check 0.780 Max Shear Check 0.012 Max Defl Ratio L/363 <br /> Location 7.344 ft Location 7.5 ft Location 15 ft <br /> Equation H1.2-1 Span 1 <br /> Gov.o Equation F2/F3 <br /> R (16.2.1) Not Used Out Plane In Plane <br /> Fy 33 ksi Lb 15 ft 15 ft A eff. (Fy) .433 in"2 <br /> Pn/c 1.009 k KL/r 236.701 122.69 A eff. (Fn) .479 in"2 <br /> Tn/st 9.465 k ly eff. .277 in"4 <br /> Mn/st .384 k-ft L Comp Flange 15 ft Sy eff. (L) .218 in"3 <br /> Vn/st 2.497 k Sy eff. (R) .381 in"3 <br /> Cb 1.316 Iz eff. 1.03 in"4 <br /> Sz eff. (T) .568 inA3 <br /> Sz eff. (B) .568 in"3 <br /> 19 <br /> 26120 <br />