A Universal beam of I shaped cross-section is 203 mm deep, and 133 mm wide and has a steel plate 150 mm by 10 mm thick fastened to each flange. Ix-x for the universal beam is 28.80×10^6 mm^4. a) Determine the total uniformity distributed load which may be carried over a simply supported span of 6 metres if the permissible bending stress is 165 N/mm^2. Neglect the self-weight of the beam. [Ans.: 124.02 KN/m]b) Determine the minimum central length over which the additional plates are required. [Ans.: 4.23m] A Universal beam of I shaped cross-section is 203 mmdeep, 133 mm wide and has a steel5)plate 150 mm by 10 mm thick fastened to each flange, Ir for the Universal beam is 28.80 x 10mm, a) Determine the total uniformly distributed load which may be carried over a simplysupported span of 6 metres if the permissible bending stress is 165 N/mm. Neglect the self-weight of the beam. [Ans.: 124.02 kN]. b) Determine the minimum central length over which theadditional plates are required. [Ans.: 4.23 m]

I - beam: It is also known as the I section. I section is considered as the most economical section,…

Answered: A Universal beam of I shaped…

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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A Universal beam of I shaped cross-section is 203 mm deep, and 133 mm wide and has a steel plate 150 mm by 10 mm thick fastened to each flange. Ix-x for the universal beam is 28.80×10^6 mm^4. a) Determine the total uniformity distributed load which may be carried over a simply supported span of 6 metres if the permissible bending stress is 165 N/mm^2. Neglect the self-weight of the beam. [Ans.: 124.02 KN/m] b) Determine the minimum central length over which the additional plates are required. [Ans.: 4.23m]

A Universal beam of I shaped cross-section is 203 mmdeep, 133 mm wide and has a steel
5)
plate 150 mm by 10 mm thick fastened to each flange, Ir for the Universal beam is 28.80 x 10
mm, a) Determine the total uniformly distributed load which may be carried over a simply
supported span of 6 metres if the permissible bending stress is 165 N/mm. Neglect the self-
weight of the beam. [Ans.: 124.02 kN]. b) Determine the minimum central length over which the
additional plates are required. [Ans.: 4.23 m]

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