Design rectangular section for the beam. Beam weight is included in the loads shown. Show sketchof cross sections, including bar size, arrangement, and spacing. fy= 420 MPa and f'- 21 MPa. Use p-0.5pmax, b=400 mm.KP₁=200 KN1.2 mWD=20 kN/m4.8 m6.0 m

Given, Beam width (b) = 400 mm fy = 420 MPa f'c = 21 MPa

Design rectangular section for the beam. Beam weight is included in the loads shown. Show sketch -f cross sections, including bar size, arrangement, and spacing. fy= 420 MPa and f' 21 MPa. Use p -0.5pmax, b-400 mm. P₁=200 KN 1.2 m WD-20 kN/m 4.8 m 6.0 m

Design rectangular section for the beam. Beam weight is included in the loads shown. Show sketch -f cross sections, including bar size, arrangement, and spacing. fy= 420 MPa and f' 21 MPa. Use p -0.5pmax, b-400 mm. P₁=200 KN 1.2 m WD-20 kN/m 4.8 m 6.0 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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Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

Design rectangular section for the beam. Beam weight is included in the loads shown. Show sketch
of cross sections, including bar size, arrangement, and spacing. fy= 420 MPa and f'- 21 MPa. Use p
-0.5pmax, b=400 mm.
K
P₁=200 KN
1.2 m
WD=20 kN/m
4.8 m
6.0 m

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