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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.
Univariate normal distribution: Let X = (X I , X 2 , ..., X n ,) has the multivariate normal distribution (5.26) of Section 5.4. Show that Y = a X ' follows a univariate norma
Perform a Personal Skills Audit Your employer wishes you to become an effective and confident self-directed employee. With this in mind they have set you some tasks. These wil
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Draw the variation in total stress, effective stress, and pour water pres- sure up to a depth of 6 m below ground level, given the following data. The water table is 2 m below grou
Facilities that discharge wastewater to a publicly owned treatment works? Facilities that discharge wastewater to a POTW (publicly owned treatment works) are known as subject t
what is quick cement? its manufacture and uses? in which building it is used?
method of raft foundation
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To determine a trusses ,beams and frames of two degree by compatibility equations and by castiglanoes theorem
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