Question 2 [20 Marks] A beam has a rectangular section 60 mm wide and 140 mm deep and a span of 1 m. The beam is simply supported, carries a concentrated load of 20 kN at midspan and is subjected to an axial compressive force of 70 kN applied on the centroid of the cross-section. Calculate the following: 2.1 Maximum resultant stress in the beam and 2.2 Plot the stress distribution diagram for this section. [1
Question 2 [20 Marks] A beam has a rectangular section 60 mm wide and 140 mm deep and a span of 1 m. The beam is simply supported, carries a concentrated load of 20 kN at midspan and is subjected to an axial compressive force of 70 kN applied on the centroid of the cross-section. Calculate the following: 2.1 Maximum resultant stress in the beam and 2.2 Plot the stress distribution diagram for this section. [1
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter10: Stresses In A Soil Mass
Section: Chapter Questions
Problem 10.1CTP: EB and FG are two planes inside a soil element ABCD as shown in Figure 10.50. Stress conditions on...
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