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 04 May 2018 My Price 6.00

unfactored dead load

A simply supported beam with the cross section shown in Fig. P9-5 has a span of 28 ft and supports an unfactored dead load of 1.5 kips/ft, including its own self-weight plus an unfactored live load of 1.5 kips/ft. The concrete strength is 4500 psi. Compute

(a) the immediate dead-load deflection.

(b) the immediate dead-plus-live-load deflection.

(c) the deflection occurring after partitions are installed. Assume that the partitions are installed 1 month after the shoring for the beam is removed and assume that 20 percent of the live load is sustained.

Answers

Maurice Tutor
(5)
Status NEW Posted 04 May 2018 07:05 PM My Price 6.00

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