r a 1000 psf load. What steps need to be taken to make sure that the load limits on the formw
r a 1000 psf load. What steps need to be taken to make sure that the load limits on the formw
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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- A project intends to use a Portland cement concrete to place a 15 foot tall column in two equal lifts over a 2 hour period at a 40 degree temperature. The formwork was designed for a 1000 psf load. What steps need to be taken to make sure that the load limits on the formwork are not exceeded?
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