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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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
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