A built-up section is made consist of channel, wide flange, and a steel plate as beam member of simply supported beam with a maximum bending moment at midspan of 65 kN-m, determine (a) section modulus of built-up section with respect to centroidal axes, (b) Bending stress of section at tension part. C Where: M maximum bending moment (N-mm) distance of centroid to extreme compression/tension fiber (mm) I - Moment of inertia subjected to bending moment (mm²) Steel sections properties I[ Depth (mm) Width (mm) W 200 x 168 C 200 x 17 Cross sectional Area- (mm) Moment of inertial along. 45.8 x 10 x axis (mm) Moment of inertial along. 15.4 x 10" y axis (mm) (mm) 5884 200 200 2174.2 13.5 x 10 0.55 x 10 HINT: 14.5 200 57 170 mm C200 x 17 W200 x 168 140 mm

A built-up section is made consist of channel, wide flange, and a steel plate as beam member of simply supported beam with a maximum bending moment at midspan of 65 kN-m, determine (a) section modulus of built-up section with respect to centroidal axes, (b) Bending stress of section at tension part. C Where: M maximum bending moment (N-mm) distance of centroid to extreme compression/tension fiber (mm) I - Moment of inertia subjected to bending moment (mm²) Steel sections properties I[ Depth (mm) Width (mm) W 200 x 168 C 200 x 17 Cross sectional Area- (mm) Moment of inertial along. 45.8 x 10 x axis (mm) Moment of inertial along. 15.4 x 10" y axis (mm) (mm) 5884 200 200 2174.2 13.5 x 10 0.55 x 10 HINT: 14.5 200 57 170 mm C200 x 17 W200 x 168 140 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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