Design the beam for flexure using the maximum moment. Assume b-300mm, h-425mm, cc-40mm, stirrups-12mm, main bar-28mm, comp.bar (if necessary) -20mm, fc-21Mpa, fy-345Mpa. Show complete solution. No need to check the clear spacing of rebars. 2m 40KN 20 70KN/ 2m 60KN/ Calculate the number of bars needed for tension: Calculate the number of compression bars (if necessary) pcs (do not roundup) pcs (do not roundup

Design the beam for flexure using the maximum moment. Assume b-300mm, h-425mm, cc-40mm, stirrups-12mm, main bar-28mm, comp.bar (if necessary) -20mm, fc-21Mpa, fy-345Mpa. Show complete solution. No need to check the clear spacing of rebars. 2m 40KN 20 70KN/ 2m 60KN/ Calculate the number of bars needed for tension: Calculate the number of compression bars (if necessary) pcs (do not roundup) pcs (do not roundup

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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