are used to support a Arad Nadhom Shub H.W. 4: The two bars shown in Figure 2 load P. When unloaded, joint B has coordinates (0, 0). After load P is applied, joint B moves to the coordinate position (0.35 in., 0.60 in.). Assume a = 11 ft, b = 6 ft, and h 8 ft. Determine %3D the normal strain in each bar. B

are used to support a Arad Nadhom Shub H.W. 4: The two bars shown in Figure 2 load P. When unloaded, joint B has coordinates (0, 0). After load P is applied, joint B moves to the coordinate position (0.35 in., 0.60 in.). Assume a = 11 ft, b = 6 ft, and h 8 ft. Determine %3D the normal strain in each bar. B

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.7.9P

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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

are used to support a
Arad Nadhom Shub
H.W. 4: The two bars shown in Figure 2
load P. When unloaded, joint B has coordinates (0, 0). After load
P is applied, joint B moves to the coordinate position (0.35 in.,
0.60 in.). Assume a = 11 ft, b = 6 ft, and h = 8 ft. Determine
the normal strain in each bar.
C
B

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