5. A symmetric I-section of size 180 mm x 40 mm, 8 mm thick is strengthened with 240 mm x 10 mm rectangular plate on top flange as shown is Fig. below. If permissible stress in the material is 150 N/mm?, determine how much concentrated load the beam of this section can carry at centre of 4 m Given ends of beam are simply supported. span. 240 mm

5. A symmetric I-section of size 180 mm x 40 mm, 8 mm thick is strengthened with 240 mm x 10 mm rectangular plate on top flange as shown is Fig. below. If permissible stress in the material is 150 N/mm?, determine how much concentrated load the beam of this section can carry at centre of 4 m Given ends of beam are simply supported. span. 240 mm

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter5: Stresses In Beams (basic Topics)

Section: Chapter Questions

Problem 5.5.10P: During construction of a highway bridge, the main girders are cantilevered outward from one pier...

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Moment of Inertia

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5. A symmetric I-section of size 180 mm x 40 mm, 8 mm thick is strengthened with 240 mm x 10 mm
rectangular plate on top flange as shown is Fig. below. If permissible stress in the material is 150
N/mm?, determine how much concentrated load the beam of this section can carry at centre of 4 m
span. Given ends of beam are simply supported.
240 mm
10 mm
8 mm thick
400 mm
180 mm

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