A tied column 450 mm square is reinforced with 8 - 28 mm Ø equally distributed on its sides. The unsupported length of column is 2.6 m. and is prevented to sidesway due to shear walls. K= 1.0, fc' = 20.7 MPa and fy = 415 MPa. Use 40 mm covering measured from center of reinforcement with tie diameter is 12 mm. Es = 200 GPa. Neglect the concrete area displaced by the compression steel bars. Determine the nominal load that the column could carry. Determine the balanced load using concrete strain value of ε = 0.003 fy and yield strain of steel Es 3 Determine the balanced moment. = Ey
A tied column 450 mm square is reinforced with 8 - 28 mm Ø equally distributed on its sides. The unsupported length of column is 2.6 m. and is prevented to sidesway due to shear walls. K= 1.0, fc' = 20.7 MPa and fy = 415 MPa. Use 40 mm covering measured from center of reinforcement with tie diameter is 12 mm. Es = 200 GPa. Neglect the concrete area displaced by the compression steel bars. Determine the nominal load that the column could carry. Determine the balanced load using concrete strain value of ε = 0.003 fy and yield strain of steel Es 3 Determine the balanced moment. = Ey
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![A tied column 450 mm square is reinforced with 8 - 28 mm Ø equally
distributed on its sides. The unsupported length of column is 2.6 m. and is
prevented to sidesway due to shear walls. K= 1.0, fc' = 20.7 MPa and
fy = 415 MPa. Use 40 mm covering measured from center of reinforcement
with tie diameter is 12 mm. Es = 200 GPa. Neglect the concrete area
displaced by the compression steel bars.
Determine the nominal load that the column could carry.
2 Determine the balanced load using concrete strain value of & = 0.003
fy
and yield strain of steel
Es
3 Determine the balanced moment.
=
Ey](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb9d4e68d-4679-415a-a7c6-29bb0dac39f1%2F0801851f-cffe-4d30-a45d-59b2e94c75ca%2F6uo56gm_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A tied column 450 mm square is reinforced with 8 - 28 mm Ø equally
distributed on its sides. The unsupported length of column is 2.6 m. and is
prevented to sidesway due to shear walls. K= 1.0, fc' = 20.7 MPa and
fy = 415 MPa. Use 40 mm covering measured from center of reinforcement
with tie diameter is 12 mm. Es = 200 GPa. Neglect the concrete area
displaced by the compression steel bars.
Determine the nominal load that the column could carry.
2 Determine the balanced load using concrete strain value of & = 0.003
fy
and yield strain of steel
Es
3 Determine the balanced moment.
=
Ey
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