Maurice Tutor

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Teaching Since: May 2017
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  • MCS,PHD
    Argosy University/ Phoniex University/
    Nov-2005 - Oct-2011

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  • Professor
    Phoniex University
    Oct-2001 - Nov-2016

Category > Management Posted 03 Feb 2018 My Price 4.00

exterior balcony

The exterior balcony/canopy shown is to be constructed of lightweight concrete (fct not specified). The bars are epoxy coated. The design-required tension steel As was 0.67 in.2. Determine the required development length ℓd from the point of maximum stress in the bars. Specify the minimum required side cover. Shrinkage and temperature steel is not shown. f′ c = 4000 psi, fy = 60,000 psi.

Answers

Maurice Tutor
(5)
Status NEW Posted 03 Feb 2018 12:02 AM My Price 4.00

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