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 В 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 В 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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text: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, f'-27.6 MPa and fy=414 Mpa.
A
1275.25 kN
В
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
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