. A12-in.-long 1-in.-by-3-in. ASTM A36 steel bar is loaded as shown in the Figure below. The proportional limit is 34,000 psi. Compute: (a) the strains in the x, y, and z directions (b) new dimensions in the x, y, and z directions. H = 0.25 %3D E = 30.000.000 psi

. A12-in.-long 1-in.-by-3-in. ASTM A36 steel bar is loaded as shown in the Figure below. The proportional limit is 34,000 psi. Compute: (a) the strains in the x, y, and z directions (b) new dimensions in the x, y, and z directions. H = 0.25 %3D E = 30.000.000 psi

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.6.3P

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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

2. A12-in.-long 1-in.-by-3-in. ASTM A36 steel bar is loaded as
shown in the Figure below. The proportional limit is 34,000
psi. Compute:
(a) the strains in the x, y, and z directions
(b) new dimensions in the x, y, and z directions.
µ = 0.25
= 30,000,000 psi
84,000 lb
600,000 lb
|X-
12"
600,000 lb
3"
Y
84,000 lb

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