An axially loaded short square tied column is to be designed for an ultimate axial load of 2850 KN. Using fy=415 MPa and

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An axially loaded short square tied column is to be designed for an ultimate axial load of 2850 KN. Using fy=415 MPa and

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An Axially Loaded Short Square Tied Column Is To Be Designed For An Ultimate Axial Load Of 2850 Kn Using Fy 415 Mpa And 1
An Axially Loaded Short Square Tied Column Is To Be Designed For An Ultimate Axial Load Of 2850 Kn Using Fy 415 Mpa And 1 (44.49 KiB) Viewed 24 times
An axially loaded short square tied column is to be designed for an ultimate axial load of 2850 KN. Using fy=415 MPa and f'c-28 MPa 1) Using initial 2% vertical steel ratio, design the column dimension. 2) Determine the area of vertical steel reinforcement and select appropriate diameter of main reinforcement to be used. 3) Determine the maximum spacing if 10mm diameter shear reinforcement is to be used.
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