A column 385mm x 320mm, is reinforced with 6-28mm bar, three bars distributed equally in short dimension, effective cover is 57.75mm. Determine Pu, when e=192.5mm, eccentricity is measured parallel to the long direction, fc'=27.6 MPa and fy=414 Mpa. A 1275.25 kN B 1532.23kN 1038.8 kN D 901.23 kN A column 385mm x 320mm, is reinforced with 6-28mm bar, three bars distributed equally in short dimension, effective cover is 57.75mm. Determine the eccentricity that corresponds to a nominal axial load of 810.08 kN, eccentricity is measured parallel to the long direction, fc"=27.6 MPa and fy=414 Mpa. 285mm B 260mm 385mm D 300mm

A column 385mm x 320mm, is reinforced with 6-28mm bar, three bars distributed equally in short dimension, effective cover is 57.75mm. Determine Pu, when e=192.5mm, eccentricity is measured parallel to the long direction, fc'=27.6 MPa and fy=414 Mpa. A 1275.25 kN B 1532.23kN 1038.8 kN D 901.23 kN A column 385mm x 320mm, is reinforced with 6-28mm bar, three bars distributed equally in short dimension, effective cover is 57.75mm. Determine the eccentricity that corresponds to a nominal axial load of 810.08 kN, eccentricity is measured parallel to the long direction, fc"=27.6 MPa and fy=414 Mpa. 285mm B 260mm 385mm D 300mm

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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