Maurice Tutor

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    Argosy University/ Phoniex University/
    Nov-2005 - Oct-2011

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    Phoniex University
    Oct-2001 - Nov-2016

Category > Management Posted 03 Nov 2017 My Price 3.00

unfactored loads

A hinged end column 18-ft tall supports unfactored loads of 100 kips dead load and 60 kips live load. These loads are applied at an eccentricity of 3 in. at the bottom and 5 in. at the top. Both eccentricities are on the same side of the centerline of the column. Design a tied column with at least three bars per face using f’c = 4000 psi and fy = 60,000 psi.

 

 

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Maurice Tutor
(5)
Status NEW Posted 03 Nov 2017 10:11 PM My Price 3.00

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