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 28 Feb 2018 My Price 3.00

design strength for LRFD

Compute the design strength for LRFD and the allowable strength for ASD for the following double-angle shape: 2L8 × 4 × 3⁄4, long legs 3⁄8-in. back-to-back, Fy = 36 ksi; KL is 20 feet for all axes, and there are two intermediate connectors. Use the procedure of AISC Section E4(a). Do not use the column load tables. Compare the flexural and the flexural-torsional buckling strengths.

 

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Maurice Tutor
(5)
Status NEW Posted 28 Feb 2018 08:02 PM My Price 3.00

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