Design for Shear and Torsion
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fda274ad6-bbcc-4675-a144-fd4d142fa7a2%2Ff2945a55-c507-44e4-a347-89d2c165e1b4%2F0uukt5.bmp&w=3840&q=75)
Transcribed Image Text: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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fda274ad6-bbcc-4675-a144-fd4d142fa7a2%2Ff2945a55-c507-44e4-a347-89d2c165e1b4%2F2wwzyg4.bmp&w=3840&q=75)
Transcribed Image Text: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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