A tied column an approximately symmetrical arrangement of beams 320 mm wide and 580 mm deep results in characteristic dead load of 800 KN and live load of 700 KN being applied to the column the column is 320 mm square and has a clear height of 3.5 m design the longitudinal steel and ties assuming f'c =35 MPa and fy =500 MPa.

A tied column an approximately symmetrical arrangement of beams 320 mm wide and 580 mm deep results in characteristic dead load of 800 KN and live load of 700 KN being applied to the column the column is 320 mm square and has a clear height of 3.5 m design the longitudinal steel and ties assuming f'c =35 MPa and fy =500 MPa.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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