Q3. For the beam shown in Fig. 3.compute: 1. The maximum shearing stress developed in the beam. 2. The shearing stress developed at the junction. 3. The shearing stress developed at a horizontal layer 50 mm from the bottom at the section 4 m from the left end of the beam. 120 40 12 KN 80 8 KN/m * NA Im + 2 m 180 in t R1 R2 40 (Fig.3) -50 X10 mm

Q3. For the beam shown in Fig. 3.compute: 1. The maximum shearing stress developed in the beam. 2. The shearing stress developed at the junction. 3. The shearing stress developed at a horizontal layer 50 mm from the bottom at the section 4 m from the left end of the beam. 120 40 12 KN 80 8 KN/m * NA Im + 2 m 180 in t R1 R2 40 (Fig.3) -50 X10 mm

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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