Pls help me answer.RCD subject Design for Shear and Torsion SITUATION:The following is the architectural specification for the second floor of a three-story call center building:Slab thickness is 200 mm.Floor finish is ceramic tile on 13-mm mortar.● Ceiling underneath the slab is gypsum with metal suspension system.● Between the slab and ceiling is the space for HVAC pipes.OBJECTIVE:Design beams B6 and B9 against shear and torsion with material properties: f'c = 35 MPa, fy= 415MPa.Consider the beams to be monolithic with the adjacent slabs. Assume that the live load is on all the slabs. 126 (m)2 (m)AB24.2 (m)87TWO-WAYB11.-ONE-WAY89BB4832 (m):B8ONE-WAYB12TWO-WAYB-10с9885

Three-story call center building. Slab thickness = 200 mm Floor finish (ceramic tile) = 13 mm…

Answered: Design for Shear and Torsion

Engineering

Civil Engineering

Design for Shear and Torsion

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

Pls help me answer.

RCD subject

Design for Shear and Torsion

SITUATION:
The following is the architectural specification for the second floor of a three-story call center building:
Slab thickness is 200 mm.
Floor finish is ceramic tile on 13-mm mortar.
● Ceiling underneath the slab is gypsum with metal suspension system.
● Between the slab and ceiling is the space for HVAC pipes.
OBJECTIVE:
Design beams B6 and B9 against shear and torsion with material properties: f'c = 35 MPa, fy= 415MPa.
Consider the beams to be monolithic with the adjacent slabs. Assume that the live load is on all the slabs.

1
2
6 (m)
2 (m)
A
B2
4.2 (m)
87
TWO-WAY
B11.
-ONE-WAY
89
B
B4
83
2 (m):
B8
ONE-WAY
B12
TWO-WAY
B-10
с
98
85

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Step 1: Given:

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Step 2: Load on the beam:

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Step 3: Beam capacity:

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Step 4: Area of the steel:

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Step 5: Check for requirements:

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Step 6: Stirrups:

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Step 7: Stirrups reinforcement:

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Step 8: Torsion reinforcement:

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