0:Design the steel reimforcement for flexural for the beam shown m the kN fig.below The dead load on the beam is 100 (not include self weight) & the live load is 200KN. useØ25mm&Use effective cover in top& bottom=60mm, use fc' = 27.6 Mpa, fy = 414Mpa. Pive=200kN kN D.L= 100 m2 d= 550mm 275mm 3m Зт

0:Design the steel reimforcement for flexural for the beam shown m the kN fig.below The dead load on the beam is 100 (not include self weight) & the live load is 200KN. useØ25mm&Use effective cover in top& bottom=60mm, use fc' = 27.6 Mpa, fy = 414Mpa. Pive=200kN kN D.L= 100 m2 d= 550mm 275mm 3m Зт

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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