Q2// B)For the simply supported T-beam shown in Fig.(3), check the adequacy of the cross-section if fc- 21 MPa, Fy 400 MPa, WL 12 kN/m,Wd-20kN/m (including wt. of beam), diameter ofbar = 16 mm, and As = 3110 mm?700mm100 mmWd+WL700mmAsFig. (3)250 mm

Given, A T section. Yield stress Fy = 400 Mpa. Total load acting on the beam , WL + Wd = W =…

Q2// B) For the simply supported T-beam shown in Fig. (3), check the adequacy of the cross-section if fe 21 MPa, Fy 400 MPa, WL= 12 kN/m, Wd-20kN/m (including wt. of beam), diameter of bar = 16 mm, and As = 3110 mm 700mm 100 mm Wd+WL 700mm As 9 m Fig. (3) 250 mm

Q2// B) For the simply supported T-beam shown in Fig. (3), check the adequacy of the cross-section if fe 21 MPa, Fy 400 MPa, WL= 12 kN/m, Wd-20kN/m (including wt. of beam), diameter of bar = 16 mm, and As = 3110 mm 700mm 100 mm Wd+WL 700mm As 9 m Fig. (3) 250 mm

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter9: Deflections Of Beams

Section: Chapter Questions

Problem 9.10.4P: A weight W = 20 kN falls through a height h = 1,0 mm onto the midpoint or a simple beam of length L...

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Question

Q2// B)
For the simply supported T-beam shown in Fig.
(3), check the adequacy of the cross-section if fc
- 21 MPa, Fy 400 MPa, WL 12 kN/m,
Wd-20kN/m (including wt. of beam), diameter of
bar = 16 mm, and As = 3110 mm?
700mm
100 mm
Wd+WL
700mm
As
Fig. (3)
250 mm

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