A fully-restrained beam with span length of 10 meters was designed using ASTM A36 steel (Fy = 250 MPa) rolled as W16x57 section. Lateral bracing was only provided on the supports and on …

Problem 1: Determine the design shear force and bending moment for the indicated girder (W18x65, 0.W.=65 plf). For this case, consider the floor to be supporting patient rooms of a …

Problem 2: A W16X57 compression member is braced in the x and y axes as shown. The compression member is A992 steel material. Determine the design axial capacity, Ø.Pn, for …

Question: 8.2 A 20-ft W16x57 (50 ksi steel) member is subjected to the design loads determined from the first-order analysis of a braced frame. Axial compression load Pu = 1100 kips. The …

If the W16x57 is aot sufficient to take the loading, then find an appropriate W16x section which would be adequate in taking bending only. - Calculate C b for the BC segment and check …

Question: A fully-restrained beam with span length of (10) meters was designed using hot-rolled W16x57 section (ASTM A36, fy =248 MPa). Lateral bracing was provided at the …

Question: Problem #2 A W16x57, 24 feet long, is pinned at both ends and braced in the weak direction at five points, as shown in the figure. A992 steel is used. Determine the available …

3 A992 steel W16x57 WT8x28.5 100 kips In the simple connection shown, six 3/4-inch-diameter Group B bolts are used to connect the W16x57 and WT8 x 28.5 members. The 100-kip load is …

Problem-2: 20 points A steel beam, (Grade 50 ksi, E= 29,000 ksi), is point loaded as shown. (Hint: MMAX = PL/4), Def = (PL° (48EI) Given: Allowable bending stress= 30 ksi Deflection Limits: …

Question: Required 1. The compression section W16x57 with Fy =65 ksi is classified as * (5 Points) Slender Noncompact Compact Nonslender