The beam given below is to be const ructed from C30 concrete wit h B420C st eel. Clear cover is 40 mm. According to the given shear and moment envelopes find the required amount of flexural and shear reinforcement along the beam. Only øl16 bars are available as longit udinal reinforcement and stirrups will be manufact ured from ø12 bars. Draw the reinforcement det ails. A 900mm K101 300 520 K102 300 520 Column Column Column 60cm *60cm 40cm 300mm 7m 4.5m 120mm 400mm

The beam given below is to be const ructed from C30 concrete wit h B420C st eel. Clear cover is 40 mm. According to the given shear and moment envelopes find the required amount of flexural and shear reinforcement along the beam. Only øl16 bars are available as longit udinal reinforcement and stirrups will be manufact ured from ø12 bars. Draw the reinforcement det ails. A 900mm K101 300 520 K102 300 520 Column Column Column 60cm *60cm 40cm 300mm 7m 4.5m 120mm 400mm

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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