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For the cantilever beam(300x700mm) to carried the loads shown in the figure below, calculate the stress in steel&concrete,use fe'=25MPA.fy=400MPA „effective cover =60mm,assume the section is cracked. 4016mm D.L=15KN/m(include self weight),LL=20kNim -3.0m 7o0mm 1300mm-

For the cantilever beam(300x700mm) to carried the loads shown in the figure below, calculate the stress in steel&concrete,use fe'=25MPA.fy=400MPA „effective cover =60mm,assume the section is cracked. 4016mm D.L=15KN/m(include self weight),LL=20kNim -3.0m 7o0mm 1300mm-

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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For the cantilever beam(300x700mm) to carried the loads shown in the figure below, calculate the stress in steel&concrete ,use fc'=25MPA,fy=400MPA effective cover =60mm,assume the section is cracked. 4016mm D.L=15KN/m(include self weight) ,LL=20KN/m 700mm -3.0m- 1300mm- The solution must be based on equations ACI 318-19 Specifications.
Transcribed Image Text:For the cantilever beam(300x700mm) to carried the loads shown in the figure below, calculate the stress in steel&concrete ,use fc'=25MPA,fy=400MPA effective cover =60mm,assume the section is cracked. 4016mm D.L=15KN/m(include self weight) ,LL=20KN/m 700mm -3.0m- 1300mm- The solution must be based on equations ACI 318-19 Specifications.
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