Question 3The statically indeterminate beam shown in Fig. 3 has flexural rigidity El=4 MN-m². A is fully fixed and B is supported by a roller.P=14KN and w=7kN/m. Using Macauley's double integration method,1) Calculate the reaction force at support B.2) Calculate the reaction force at support B when the support B settles vertically downward through a distance of 8.0mm.CFlm-2m+1 m→-1 mFig. 3

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Description: Question 3The statically indeterminate beam shown in Fig. 3 has flexural rigidity El=4 MN-m². A is fully fixed and B is supported by a roller.P=14KN and w=7kN/m. Using Macauley's double integration method,1) Calculate the reaction force at support B

Given: A propped cantilever beam as shown in Fig w= 7kN/m P= 14kN flexural rigidity (EI)= 4 MN.m2…

Answered: Calculate the reaction force at support…

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Calculate the reaction force at support B Calculate the reaction force at support B when the support B settles vertically downward through a distance of 8.0mm.

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter9: Deflections Of Beams

Section: Chapter Questions

Problem 9.5.3P: Copper beam AB has circular cross section with a radius of 0.25 in. and length L = 3 ft. The beam is...

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