4.6.4 Resolve the previous problem, in addition to the load W = 120 lb, members AC and CE weigh 10 lb per linear foot (use method of members) IDE4B.Figure P-4-6.3 4-6.4. Resolve Prob, 4-6.3 if, in addition to the load W = 120 lb,members AC and CE weigh 10 lb per linear foot. .%3D4-6.5. In the system shown in Fig. P-4-6.5, find the reaction at D causedby the 1200-lb load. Neglect the weight of the members.D = 350 lbAns.4-6.6. For the structure loaded as shown in. Fig. P-4-6.6, find thehorizontal and vertical components of the pin force at B as they act uponmember CD.Ans.B, = 180 lb left; B, = 210 lb down%3D%3Dn167 is supported by a hinge at

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Answered: 4.6.4 Resolve the previous problem, in…

4.6.4 Resolve the previous problem, in addition to the load W = 120 lb, members AC and CE weigh 10 lb per linear foot (use method of members

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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Concept explainers

Bars

In civil engineering, bars refer to steel reinforcement bars or rebars. These are structural members primarily used for reinforcement purposes in masonry works. A bar is characterized by its cross-sectional area, which is negligible compared to its length. Bars are usually manufactured by steel which is uniform throughout the length, or by meshing multiple steel wires. Other materials of the bar include carbon steel, glass fiber, carbon fiber, and basalt fiber. The reinforcing bars are coated with epoxy resins and other materials to enhance some of their properties including corrosion resistance.

Question

4.6.4 Resolve the previous problem, in addition to the load W = 120 lb, members AC and CE weigh 10 lb per linear foot (use method of members)

4-6.4. Resolve Prob, 4-6.3 if, in addition to the load W = 120 lb,
members AC and CE weigh 10 lb per linear foot. .
%3D
4-6.5. In the system shown in Fig. P-4-6.5, find the reaction at D caused
by the 1200-lb load. Neglect the weight of the members.
D = 350 lb
Ans.
4-6.6. For the structure loaded as shown in. Fig. P-4-6.6, find the
horizontal and vertical components of the pin force at B as they act upon
member CD.
Ans.
B, = 180 lb left; B, = 210 lb down
%3D
%3D
n167 is supported by a hinge at

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