The wide-flange beam shown in Fig. is strengthened by bolting two cover plates 160 mm by 20 mm to the top and bottom flanges. If the maximum flexure stress is 140 MPa, compute the total force (a) in each cover plate and (b) in each flange. Neglect the weakening effect of the bolt holes.
The wide-flange beam shown in Fig. is strengthened by bolting two cover plates 160 mm by 20 mm to the top and bottom flanges. If the maximum flexure stress is 140 MPa, compute the total force (a) in each cover plate and (b) in each flange. Neglect the weakening effect of the bolt holes.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:is strengthened by bolting two cover
The wide-flange beam shown in Fig.
plates 160 mm by 20 mm to the top and bottom flanges. If the maximum flexure
stress is 140 MPa, compute the total force (a) in each cover plate and (b) in each
flange. Neglect the weakening effect of the bolt holes.
160 mm
20 mm
20 mm
320 mm
20 mm
€20 mm
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