the column section shown above is reinforced with equal number of 20 mm bars on each face. using f'c=21 MPa, long bar fy=420MPa, calculate the following:  1. the distance of the neutral axis "c" (mm) from the extreme concrete compression fiber at balanced condition with bending about x-axis a. 285 b. 320 c. 335 d. 275 2. compressive force on concrete compression area (kN0 when section fails at balanced condition with bending about the x-axis. a. 1780 b. 3255 c. 2094 d. 1690 3. the internal force in the 2 bars at the middle when the section fails at balanced condition with bending about the x-axis a. 11.71 kN b. 17.19 kN c. 10.81 kN d. 28.34 kN

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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the column section shown above is reinforced with equal number of 20 mm bars on each face. using f'c=21 MPa, long bar fy=420MPa, calculate the following: 

1. the distance of the neutral axis "c" (mm) from the extreme concrete compression fiber at balanced condition with bending about x-axis

a. 285

b. 320

c. 335

d. 275

2. compressive force on concrete compression area (kN0 when section fails at balanced condition with bending about the x-axis.

a. 1780

b. 3255

c. 2094

d. 1690

3. the internal force in the 2 bars at the middle when the section fails at balanced condition with bending about the x-axis

a. 11.71 kN

b. 17.19 kN

c. 10.81 kN

d. 28.34 kN

70
S00 mm
640 mm
70 mm
70mm
-70mm
210 mm
350 mm-
minforced wi
Transcribed Image Text:70 S00 mm 640 mm 70 mm 70mm -70mm 210 mm 350 mm- minforced wi
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