Design a simply supported one-way pavement slab for a factored applied moment, Mu = 10 ft- kip. Use f c’ = 5,000 psi and f y = 60,000 psi. The slab is in permanent contact with soil. Hint: • Estimate a minimum slab thickness for deflection control. • Solve for the slab steel based on cover for soil contact.
Design a simply supported one-way pavement slab for a factored applied moment, Mu = 10 ft- kip. Use f c’ = 5,000 psi and f y = 60,000 psi. The slab is in permanent contact with soil. Hint: • Estimate a minimum slab thickness for deflection control. • Solve for the slab steel based on cover for soil contact.
Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter20: Design Of Rigid Pavements
Section: Chapter Questions
Problem 12P
Related questions
Question
Design a simply supported one-way pavement slab for a factored applied moment, Mu = 10 ft-
kip. Use f c’ = 5,000 psi and f y = 60,000 psi. The slab is in permanent contact with soil.
Hint:
• Estimate a minimum slab thickness for deflection control.
• Solve for the slab steel based on cover for soil contact.
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