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Referring to problem 1, in order to meet a 1-hour fire code rating the slab thickness must be at least 4.00. Based on the information given in problem 1 and with a slab thickness of 4.00".
a) Determine the bar sizes and spacing required.
b) Determine the cutoff locations for the positive moment steel in each span if alternate bars are cutoff short of the support.
c) Determine the cutoff locations for the negative steel if all bars extend the required distance past the support.
d) Design the shrinkage and temperature steel.
e) Summarize your results with a sketch with reinforcement details.
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The completion of this assignment will entail the design of the structural fire protection for a simple warehouse building. You will provide a separate engineering calculation and
#how to prepare pre packed concrete#
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Example of Foundation depth and arrangement: For example, if the maximum discharge of a river is 1000 cu m per sec, and the silt factor is 0.60, the maximum scour depth is :
The continuous one-way slab shown below is loaded with a uniform service live load of 80 psf, and a superimposed dead load of 40 psf. Assume the beam width is 16" and use f'c = 5 k
Pavement of evaluation
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