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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.
what are the defects in timber
While calculating Active Earth Pressure, do Coloumb''s Theory and Rehbann''s theory yield same results? I''ve tried and didn''t get the same results. Where might be the mistake?
#question a pilot entering a bay on course 60.3 degrees at speed 12 miles per hour sees a light bearing 37.3 true and 20 minutes later he sees it bearing 20.0 degrees true. if he k
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Question Why is slump specified in concrete carriageway comparatively low like 30mmwhen compared with normal concrete like 75mm? Answer Slump of concrete carriageway
Q. Show the Direction of gunning in shotcreting? At the time of the construction of shotcrete, it is intended at gunning the full thickness in one single operation and this hel
An intersection has a total entering traffic volume of 42,000 vehicles per day. During the past three years, there have been a total of 35 reported intersection-related crashes.
max. moment at cantilever in up or down of support or free of end
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