Design Column B2 shown on the floor plan, as a square tied reinforced concrete column. The column is classified as a short column and is braced against sidesway. The unsupported length of the column is 8 feet. Concrete compressive strength f'c = 4,000 psi and yield strength of reinforcing bars fy = 60,000 psi. Assume interior exposure. 1 A 2 B 3日 B Girder 2 Girder 1 Beam 1 Slab C 8 4@33' = 132' D 8 8 L.B EG A Beam 2, 6 3@30' = 90'
Design Column B2 shown on the floor plan, as a square tied reinforced concrete column. The column is classified as a short column and is braced against sidesway. The unsupported length of the column is 8 feet. Concrete compressive strength f'c = 4,000 psi and yield strength of reinforcing bars fy = 60,000 psi. Assume interior exposure. 1 A 2 B 3日 B Girder 2 Girder 1 Beam 1 Slab C 8 4@33' = 132' D 8 8 L.B EG A Beam 2, 6 3@30' = 90'
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Design Column B2 shown on the floor plan, as a square tied reinforced concrete column. The
column is classified as a short column and is braced against sidesway. The unsupported length of
the column is 8 feet. Concrete compressive strength f'c = 4,000 psi and yield strength of reinforcing
bars fy = 60,000 psi. Assume interior exposure.
1
2中
32
A
4
t
B
8
Girder 2
Girder 1
Beam 1
Slab
C
#
8
4@33' = 132'
D
60
8
0
E
Beam 2,
3@30' = 90'
HT
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