Ignore 14-16, answer 17-20 STATICALLY INDETERMINATEBEAMSUsing Double Integration Methodand/or Moment Area Method, answer-2 ft--4 ft-what is required.014. Determine the roller reaction at B in pounds.15. Determine the vertical reaction at the fixed C in pounds.16. Determine the moment reaction at the fixed support C in lb-ft.17. Determine the location of the maximum deflection in ft betweensupports BC relative to A.18. Determine the maximum deflection Ely in the supported span BC in inlb-ft³.19. Determine the deflection Ely at the midspan of supported span BC in inlb-ft³.20. Determine the deflection Ely at the free end A in in lb-ft³.4000 lb. ftBC

Calculation of deflection using Double integration method

17. Determine the location of the maximum deflection in ft between supports BC relative to A. 18. Determine the maximum deflection Ely in the supported span BC in in lb-ft³. 19. Determine the deflection Ely at the midspan of supported span BC in in lb-ft³. 20. Determine the deflection Ely at the free end A in in lb-ft³.

17. Determine the location of the maximum deflection in ft between supports BC relative to A. 18. Determine the maximum deflection Ely in the supported span BC in in lb-ft³. 19. Determine the deflection Ely at the midspan of supported span BC in in lb-ft³. 20. Determine the deflection Ely at the free end A in in lb-ft³.

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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