A 4 m long S130 x 22 steel beam carries a uniform varying load from zero at the left end to 15 KN/m at the right end. The beam is perfectly restrained against rotation at its ends but the right end settles 10 mm relative to the left end. Determine the ratio of the maximum flexural stress to the flexural stress if no settlement occurred. Use E = 200 GPa
A 4 m long S130 x 22 steel beam carries a uniform varying load from zero at the left end to 15 KN/m at the right end. The beam is perfectly restrained against rotation at its ends but the right end settles 10 mm relative to the left end. Determine the ratio of the maximum flexural stress to the flexural stress if no settlement occurred. Use E = 200 GPa
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A 4 m long S130 x 22 steel beam carries a uniform varying load from zero at the left end to 15 KN/m
at the right end. The beam is perfectly restrained against rotation at its ends but the right end settles
10 mm relative to the left end. Determine the ratio of the maximum flexural stress to the flexural stress
if no settlement occurred. Use E = 200 GPa
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