3-1. A concrete cylinder having a diameter of 6.00 in. and gage length of 12 in. is tested in compression.The results of the test are reported in the table as load versus contraction. Draw the stress-strain diagramusing scales of 1 in. = 0.05 ksi and 1 in. = 0.2(10-)in./in. From the diagram, determine approximately themodulus of elasticity.Load (kip)05.09.516.520.525.530.034.538.546.550.053.0Contraction (in.)00.00060.00120.00200.00260.00340.00400.00450.00500.00620.00700,0075

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3-1. A concrete cylinder having a diameter of 6.00 in. and gage length of 12 in. is tested in compression. The results of the test are reported in the table as load versus contraction. Draw the stress-strain diagram using scales of 1 in. = 0.05 kst and 1 in. = 0.2(10-)in./in. From the diagram, determine approximately the

3-1. A concrete cylinder having a diameter of 6.00 in. and gage length of 12 in. is tested in compression. The results of the test are reported in the table as load versus contraction. Draw the stress-strain diagram using scales of 1 in. = 0.05 kst and 1 in. = 0.2(10-)in./in. From the diagram, determine approximately the

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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