The beam shown in Figure Q.2 consists of a W610 x 140 structural steel wide-flange shape [E=200 GPa; /= 1120 x 106 mm4]. If w=59 kN/m and P=129 kN, determine: 4.3, V 1.5 m B W 3.5 m P с 2.5 m D Figure Q.2 Part A: The reactions at A, B, and D. Choose the reaction force at B as the redundant; therefore, the released beam is simply supported between A and D.

The beam shown in Figure Q.2 consists of a W610 x 140 structural steel wide-flange shape [E=200 GPa; /= 1120 x 106 mm4]. If w=59 kN/m and P=129 kN, determine: 4.3, V 1.5 m B W 3.5 m P с 2.5 m D Figure Q.2 Part A: The reactions at A, B, and D. Choose the reaction force at B as the redundant; therefore, the released beam is simply supported between A and D.

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter4: Shear Forces And Bending Moments

Section: Chapter Questions

Problem 4.3.22P: Find expressions for shear force V and moment M at v = L/2 of beam AB in structure (a). Express V...

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