A 3.4 meter W12x65 A992 steel is a part of a braced frame and pinned at both ends. Service loads are shown, and bending moments are about the strong axis. Use conservative value for Cb. Neglect local buckling for compression. Calculate the value of interaction formula. Use LRFD andU = 1.2D + 1.6L. Consider secondary effects. Properties of W12x65 A = 12300 mm2 bf = 305 mm d = 307 mm tf = 15.4 mm tw 9.91 mm rx = 134 mm ry = 76.7 mm k1 = 25.4 mm Zx = 1590 x 103 mm3 Sx = 1440 x 103 mm3 Zy = 723 x 103 mm3 %3D Sy = 477 x 103 mm3 J = 907 x 103 mm3.

A 3.4 meter W12x65 A992 steel is a part of a braced frame and pinned at both ends. Service loads are shown, and bending moments are about the strong axis. Use conservative value for Cb. Neglect local buckling for compression. Calculate the value of interaction formula. Use LRFD andU = 1.2D + 1.6L. Consider secondary effects. Properties of W12x65 A = 12300 mm2 bf = 305 mm d = 307 mm tf = 15.4 mm tw 9.91 mm rx = 134 mm ry = 76.7 mm k1 = 25.4 mm Zx = 1590 x 103 mm3 Sx = 1440 x 103 mm3 Zy = 723 x 103 mm3 %3D Sy = 477 x 103 mm3 J = 907 x 103 mm3.

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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