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2. Design to carry the load consisting of three crane wheels, 2 m apart, moving over a rectangular beam having a span of 10 m. The weight of the wheels is indicated in the figure. Allowable fiber stress is 16. 50 MPa in bending and use d = 2b. Fb = 16.5 Mpa b=d/2 3m 25 kN 10 kN 2 m 2m 10 m 15 kN 3m

2. Design to carry the load consisting of three crane wheels, 2 m apart, moving over a rectangular beam having a span of 10 m. The weight of the wheels is indicated in the figure. Allowable fiber stress is 16. 50 MPa in bending and use d = 2b. Fb = 16.5 Mpa b=d/2 3m 25 kN 10 kN 2 m 2m 10 m 15 kN 3m

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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2. Design to carry the load consisting of three crane wheels, 2 m apart, moving over a rectangular beam having a span of 10 m. The weight of the wheels is indicated in the figure. Allowable fiber stress is 16. 50 MPa in bending and use d = 2b. Fb = 16.5 Mpa b=d/2 3m 25 kN 10 kN 15 kN 2m 2 m 10 m 3m
Transcribed Image Text:2. Design to carry the load consisting of three crane wheels, 2 m apart, moving over a rectangular beam having a span of 10 m. The weight of the wheels is indicated in the figure. Allowable fiber stress is 16. 50 MPa in bending and use d = 2b. Fb = 16.5 Mpa b=d/2 3m 25 kN 10 kN 15 kN 2m 2 m 10 m 3m
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