30 mm 80 mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![Question 3
3.1 The short column in Figure 3 has a rectangle cross-section 80 mm x 50 mm. If the
maximum compressive stress in the column is not to exceed 115 MPa, determine the
magnitude of the greatest allowable vertical load P which can be carried.
30 mm
80 mm
Fig. 1](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fabdd1821-d7b6-4171-a67e-edf70418727b%2F15094958-8f96-4db1-8620-fceb27c79782%2Fs69dtwk_processed.png&w=3840&q=75)
Transcribed Image Text:Question 3
3.1 The short column in Figure 3 has a rectangle cross-section 80 mm x 50 mm. If the
maximum compressive stress in the column is not to exceed 115 MPa, determine the
magnitude of the greatest allowable vertical load P which can be carried.
30 mm
80 mm
Fig. 1
![3.2 A strip of steel 3 mm thick and 35 mm wide is bent round a cylindrical drum 4 mm in
diameter. Determine the maximum stress set up in the strip and the bending moment which
has to be applied to bend the strip to this curvature (E = 200 GPa)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fabdd1821-d7b6-4171-a67e-edf70418727b%2F15094958-8f96-4db1-8620-fceb27c79782%2F5xsb3t_processed.png&w=3840&q=75)
Transcribed Image Text:3.2 A strip of steel 3 mm thick and 35 mm wide is bent round a cylindrical drum 4 mm in
diameter. Determine the maximum stress set up in the strip and the bending moment which
has to be applied to bend the strip to this curvature (E = 200 GPa)
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