Design a rectangular section beam (b-250 mm, h=400 mm) of a 5-m simple span, support a dead load of 18 kN/m (not including beam weight) and a live load of 30 kN/m. Given f'- 28 MPa,, fy= 420 Mpa and Ye= 24 kN/m³. Note: Steel arrangement is required.

Design a rectangular section beam (b-250 mm, h=400 mm) of a 5-m simple span, support a dead load of 18 kN/m (not including beam weight) and a live load of 30 kN/m. Given f'- 28 MPa,, fy= 420 Mpa and Ye= 24 kN/m³. Note: Steel arrangement is required.

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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Design a rectangular section beam (b-250 mm, h=400 mm) of a 5-m simple span,
support a dead load of 18 kN/m (not including beam weight) and a live load of 30 kN/m.
Given f 28 MPa,, fy=420 Mpa and Ye = 24 kN/m³.
Note: Steel arrangement is required.

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