A 3.7 m W 12 x 96 (Fy = 345 MPa) is used as a beam-column in a braced frame. It is bent in a single curvature with equal and opposite end moments, and not subjected to intermediate transverse loads. Is the section satisfactory if the axial loads are: PD = 450 kN, PL = 850 kN, and first order moments MD ax = 81.37 kN m and ML ax = 81.37 kN m? %3D %3D Properties for W 12 x 96 A = 18,194 mm2 d = 322.83 mm tw = 13.97 mm br = 308. 86 mm tr = 22.86 mm Ix = 347 x 106 mm4 Ix = 138.18 mm Sx = 2147 x 10 mm3 Zx = 2409 x103 mm3 Ty = 78.49 mm Lp = 3.32 m Lr = 14.21 m Cb = 1.00 x = 1.00 T=h=241.3 mm

A 3.7 m W 12 x 96 (Fy = 345 MPa) is used as a beam-column in a braced frame. It is bent in a single curvature with equal and opposite end moments, and not subjected to intermediate transverse loads. Is the section satisfactory if the axial loads are: PD = 450 kN, PL = 850 kN, and first order moments MD ax = 81.37 kN m and ML ax = 81.37 kN m? %3D %3D Properties for W 12 x 96 A = 18,194 mm2 d = 322.83 mm tw = 13.97 mm br = 308. 86 mm tr = 22.86 mm Ix = 347 x 106 mm4 Ix = 138.18 mm Sx = 2147 x 10 mm3 Zx = 2409 x103 mm3 Ty = 78.49 mm Lp = 3.32 m Lr = 14.21 m Cb = 1.00 x = 1.00 T=h=241.3 mm

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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