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Showing results for tags 'joints'.
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Hello Experts, I am designing a G+2 denim factory with isolated footing, On the ground floor is a heavy warehouse and lifters will move on it. Do I have to model the plinth level in Etabs model with all the storage loads as defined by codes ? or just simply ignore the plinth level and model the super structure ?
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We are looking for some reference for placement of concrete in tunnel. What is the maximum horizontal length of placement of concrete and at what interval we can place the next adjacent pour of concrete.? Is there any code limitation on this or we can go to the next pour placement.?
