Shear DesignExample 5-as HWDesign a T-beam for SHEAR, for a floor 75 mm thick.f = 21 MPa, fy = 420 Mpa, fy = 300 MPaWo = 71.4 kN/m (including own wt.) & WLL = 152.1 kN/mThe span is 5.5m simply supported.380mm380mm380mm1.8 m1.8 mAssume support columns & girders dimension is 50 cm.GIVEN, A, 6450 mm²(10 No 29)1In case V, > 0.66 √21bd change section or "bwCEN330 FAMI

Answer Check for shear stirrups requirement Shear stirrups needed when Vu > ϕ.Vc2 Vu = critical…

Answered: Design a T-beam for SHEAR, for a floor…

Design a T-beam for SHEAR, for a floor 75 mm thick. f=21 MPa, fy = 420 Mpa, fy = 300 MPa 'yt Wo= 71.4 kN/m (including own wt.) & WLL = 152.1 kN/m The span is 5.5m simply supported.

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

Shear Design
Example 5-as HW
Design a T-beam for SHEAR, for a floor 75 mm thick.
f = 21 MPa, fy = 420 Mpa, fy = 300 MPa
Wo = 71.4 kN/m (including own wt.) & WLL = 152.1 kN/m
The span is 5.5m simply supported.
380
mm
380
mm
380
mm
1.8 m
1.8 m
Assume support columns & girders dimension is 50 cm.
GIVEN, A, 6450 mm²(10 No 29)
1
In case V, > 0.66 √21bd change section or "bw
CEN330 FAMI

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