A beam has the cross section shown in the figure below. It is subjected to a normal tensile force P whose line of action passes through the centroid of the horizontal flange. -200mm- 20mm 200mm 20mm 1. Solve the location of the centroid of the beam from the bottom. 2. Solve the section modulus of the beam. 3. Solve the maximum allowable value of P if the maximum direct stress is limited to 150 N/mm².

Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter8: Vertical Stress Increase In Soil
Section: Chapter Questions
Problem 8.6P: Two line loads q1 and q2 of infinite lengths are acting on top of an elastic medium, as shown in...
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Give me the solutions of these questions, answers are:
1. Answer: 155 mm

2. Answer: 243,032 mm3

3. Answer: 682kN

A beam has the cross
section shown in the figure below. It is subjected to a
normal
tensile force P whose line of action passes through the centroid of the horizontal flange.
-200mm-
20mm
200mm
20mm
1. Solve the location of the centroid of the beam from the bottom.
2. Solve the section modulus of the beam.
3. Solve the maximum allowable value of P if the maximum direct stress is limited to
150 N/mm².
Transcribed Image Text:A beam has the cross section shown in the figure below. It is subjected to a normal tensile force P whose line of action passes through the centroid of the horizontal flange. -200mm- 20mm 200mm 20mm 1. Solve the location of the centroid of the beam from the bottom. 2. Solve the section modulus of the beam. 3. Solve the maximum allowable value of P if the maximum direct stress is limited to 150 N/mm².
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