A doubly symmetrical I-section beam is reinforced by a flat plate attached to the upper flange as shown in Fig. P.10.3. If the resulting compound beam is subjected to a vertical shear load of 200 kN, determine the distribution of shear stress in the portion of the cross sectrion that extends from the top of the plate to the ncutral axis. Calculate also the shcar force per unit length of bcam resisted by the shear connection between the plate and the flange of the I-section beam.

A doubly symmetrical I-section beam is reinforced by a flat plate attached to the upper flange as shown in Fig. P.10.3. If the resulting compound beam is subjected to a vertical shear load of 200 kN, determine the distribution of shear stress in the portion of the cross sectrion that extends from the top of the plate to the ncutral axis. Calculate also the shcar force per unit length of bcam resisted by the shear connection between the plate and the flange of the I-section beam.

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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