14m long beam is supported by hinge at the left end and roller placed 2 m from the other end. It is loaded with 50kN concentrated load at midspan (in between 2 supports), a 5 m uniformly distributed load of 28kN/m starting 2 m from the left support and a uniformly varying load that varies from 20kN/m at 7m from the left support to 0kN/m at the right endof the beam. For the beam described, calculate the following; a.Reaction at the hinge support in kN. b.Maximum positiveshearin kN. c.Maximum negativemoment in kN-m
14m long beam is supported by hinge at the left end and roller placed 2 m from the other end. It is loaded with 50kN concentrated load at midspan (in between 2 supports), a 5 m uniformly distributed load of 28kN/m starting 2 m from the left support and a uniformly varying load that varies from 20kN/m at 7m from the left support to 0kN/m at the right endof the beam. For the beam described, calculate the following; a.Reaction at the hinge support in kN. b.Maximum positiveshearin kN. c.Maximum negativemoment in kN-m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A 14m long beam is supported by hinge at the left end and roller placed 2 m from the other end. It is loaded with 50kN concentrated load at midspan (in between 2 supports), a 5 m uniformly distributed load of 28kN/m starting 2 m from the left support and a uniformly varying load that varies from 20kN/m at 7m from the left support to 0kN/m at the right endof the beam. For the beam described, calculate the following;
a.Reaction at the hinge support in kN.
b.Maximum positiveshearin kN.
c.Maximum negativemoment in kN-m.
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