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The plane frame shown in Figure below is loaded by both concentrated and distributed loads. Moment MA is applied at pin support joint A, and load FB is applied at joint B. A uniform load with intensity q1 acts on member BC, and a linearly distributed load with peak intensity qo is applied downward on member ED. 1) Find the support reactions at joints A and D; then solve for internal forces at the top of member BC. 2) Plot the shear force and moment diagrams for all members. Use the numerical properties given below. a = 3 m, b = 2 m, c = 6 m, d=2.4 m, M₁ = 380 N m, FB =200 N, qo = 73 N/m, 91 = 146 N/m E 90 с X C D 91 d 3 4 B FB MA

The plane frame shown in Figure below is loaded by both concentrated and distributed loads. Moment MA is applied at pin support joint A, and load FB is applied at joint B. A uniform load with intensity q1 acts on member BC, and a linearly distributed load with peak intensity qo is applied downward on member ED. 1) Find the support reactions at joints A and D; then solve for internal forces at the top of member BC. 2) Plot the shear force and moment diagrams for all members. Use the numerical properties given below. a = 3 m, b = 2 m, c = 6 m, d=2.4 m, M₁ = 380 N m, FB =200 N, qo = 73 N/m, 91 = 146 N/m E 90 с X C D 91 d 3 4 B FB MA

Mechanics of Materials (MindTap Course List)
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter1: Tension, Compression, And Shear
Section: Chapter Questions
Problem 1.3.15P: 1.3-15 A space truss is restrained at joints A, B, and C, as shown in the figure. Load 2P is applied...
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The plane frame shown in Figure below is loaded by both concentrated and distributed loads. Moment MA is applied at pin support joint A, and load FB is applied at joint B. A uniform load with intensity q1 acts on member BC, and a linearly distributed load with peak intensity qo is applied downward on member ED. 1) Find the support reactions at joints A and D; then solve for internal forces at the top of member BC. 2) Plot the shear force and moment diagrams for all members. Use the numerical properties given below. a = 3 m, b = 2 m, c = 6 m, d=2.4 m, M₁ = 380 N m, FB =200 N, qo = 73 N/m, 91 = 146 N/m E 90 с X C D 91 d 3 4 B FB MA
Transcribed Image Text:The plane frame shown in Figure below is loaded by both concentrated and distributed loads. Moment MA is applied at pin support joint A, and load FB is applied at joint B. A uniform load with intensity q1 acts on member BC, and a linearly distributed load with peak intensity qo is applied downward on member ED. 1) Find the support reactions at joints A and D; then solve for internal forces at the top of member BC. 2) Plot the shear force and moment diagrams for all members. Use the numerical properties given below. a = 3 m, b = 2 m, c = 6 m, d=2.4 m, M₁ = 380 N m, FB =200 N, qo = 73 N/m, 91 = 146 N/m E 90 с X C D 91 d 3 4 B FB MA
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