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

Name: Question 3The statically indeterminate beam shown in Fig. 3 has flexu
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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…

Engineering

Mechanical Engineering

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.

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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