A cast-iron beam has a section as shown in the figure below. The beam is subjected to Q2 concentrated loads of 3kN. The N.A is located at 35 mm from the bottom and that maximum flexural tensile stress 20 MPa. Determine the width (X) of the flange. 20mm 3kN 3kN 120mm B. 15 m 35mm 20mm 2m 3m 2m

A cast-iron beam has a section as shown in the figure below. The beam is subjected to Q2 concentrated loads of 3kN. The N.A is located at 35 mm from the bottom and that maximum flexural tensile stress 20 MPa. Determine the width (X) of the flange. 20mm 3kN 3kN 120mm B. 15 m 35mm 20mm 2m 3m 2m

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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Question

02 A cast-iron beam has a section as shown in the figure below. The beam is subjected to two
concentrated loads of 3kN. The N.A is located at 35 mm from the bottom and that maximum
flexural tensile stress =20 MPa. Determine the width (X) of the flange.
20mm
3kN
3kN
120mm
15m
35mm
20mm
2m
3m
2m

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