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STATICALLY INDETERMINATE 4000 lb-ft BEAMS Using Double Integration Method and/or Moment Area Method, answer -2 ft -4 ft- what is required. 14. 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 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. B C

STATICALLY INDETERMINATE 4000 lb-ft BEAMS Using Double Integration Method and/or Moment Area Method, answer -2 ft -4 ft- what is required. 14. 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 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. B C

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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STATICALLY INDETERMINATE BEAMS Using Double Integration Method and/or Moment Area Method, answer -2 ft- -4 ft- what is required. 0 14. 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 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. 4000 lb. ft B C
Transcribed Image Text:STATICALLY INDETERMINATE BEAMS Using Double Integration Method and/or Moment Area Method, answer -2 ft- -4 ft- what is required. 0 14. 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 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. 4000 lb. ft B C
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