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 > Engineering Posted 14 May 2018 My Price 7.00

one-way slab

For the one-way slab shown in Fig. P5-7, assume the maximum negative moment at support c is -3.3 k-ft/ft and the maximum factored positive moment at midspan point b is 2.4 k-ft/ft.

(a) Using the given slab thickness of 6 in., determine the required reinforcement size and spacing at both of these locations to satisfy ACI Code flexural strength requirements. Be sure to check the ACI Code requirements for minimum flexural reinforcement in slabs.

(b)  At both locations, determine the required bar size and spacing to be provided in the transverse direction to satisfy ACI Code requirements for minimum shrinkage and temperature reinforcement.

(c) For both locations, provide a sketch of the final design of the slab section.

Answers

Maurice Tutor
(5)
Status NEW Posted 14 May 2018 02:05 PM My Price 7.00

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