Design the shear Reinforcements of the following beam using only two stirrup spacings and draw the details of your design. The loads shown are factored loads. Neglect the self-weight. 600KN Given 220KN Width of beam: 500mm Effective Depth (d) = 630 mm fe = 28 MPa fy 420 MPa 2.0m 4.5m Stirrups : ø10mm -8.0m

Design the shear Reinforcements of the following beam using only two stirrup spacings and draw the details of your design. The loads shown are factored loads. Neglect the self-weight. 600KN Given 220KN Width of beam: 500mm Effective Depth (d) = 630 mm fe = 28 MPa fy 420 MPa 2.0m 4.5m Stirrups : ø10mm -8.0m

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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