Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- Q1) A major highway was implemented with concrete slabs 10 in. thick is supported by a subgrade whose modulus of subgrade reaction is 150 pci. A 10,000-lb dual-wheel load (each wheel 50001b and 80 psi contact pressure) spaced at 14 in. is applied at (a) corner, (b) interior, (c) edge [ with two situation: circular and semicircular with the same radius] of slab. Determine the maximum stress and deflection in the concrete slab with equivalent contact area for mentioned locations.arrow_forwardcompute the maximum combined loads using the recommended ASD expressions from the AISCarrow_forwardQB3arrow_forward
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