14 m long beam is supported by hinge at the left end and roller placed 2 m from the other end. It is loaded with 60 kN concentrated load at midspan (in between 2 supports), a 5 m uniformly distributed load of 37 kN/m starting 2 m from the left support and a uniformly varying load that varies from 24 kN/m at 7m from the left support to 0 kN/m at the right end of the beam. For the beam described, calculate the reactions of the hinge and roller support. a. Reaction at the hinge support in kN. b. Reaction at the roller support in kN a. Reaction at hinge support in KN b. Maximum positive shear in KN
14 m long beam is supported by hinge at the left end and roller placed 2 m from the other end. It is loaded with 60 kN concentrated load at midspan (in between 2 supports), a 5 m uniformly distributed load of 37 kN/m starting 2 m from the left support and a uniformly varying load that varies from 24 kN/m at 7m from the left support to 0 kN/m at the right end of the beam. For the beam described, calculate the reactions of the hinge and roller support. a. Reaction at the hinge support in kN. b. Reaction at the roller support in kN a. Reaction at hinge support in KN b. Maximum positive shear in KN
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A 14 m long beam is supported by hinge at the left end and roller placed 2 m from the other end. It is loaded with 60 kN concentrated load at midspan (in between 2 supports), a 5 m uniformly distributed load of 37 kN/m starting 2 m from the left support and a uniformly varying load that varies from 24 kN/m at 7m from the left support to 0 kN/m at the right end of the beam. For the beam described, calculate the reactions of the hinge and roller support. a. Reaction at the hinge support in kN. b. Reaction at the roller support in kN
a. Reaction at hinge support in KN
b. Maximum positive shear in KN
c. Maximum negative moment in kN-m
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