The I-beam steel section with section designation W 310 x 23.8 carries loads as shown in Figure 1.0 Calculate and draw the shear and bending-moment diagrams, а. b. Determine the maximum normal stress due to bending. Given the section modulus (S) for hot rolled steel section W 310 x 23.8, = 280x10° mm³ 15 kN 10 kN 10 kN E W310x 23.8 B I 0.9 m 0.9 m'0.9 m 0.9 m

The I-beam steel section with section designation W 310 x 23.8 carries loads as shown in Figure 1.0 Calculate and draw the shear and bending-moment diagrams, а. b. Determine the maximum normal stress due to bending. Given the section modulus (S) for hot rolled steel section W 310 x 23.8, = 280x10° mm³ 15 kN 10 kN 10 kN E W310x 23.8 B I 0.9 m 0.9 m'0.9 m 0.9 m

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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