Design the one way slab using strength design method with the following data. Effective span=15 feet Fc=3000psi Fy=60000psi L.L=200 psf D.L=100 psf (Excluded self_wieght of slab)
Design the one way slab using strength design method with the following data. Effective span=15 feet Fc=3000psi Fy=60000psi L.L=200 psf D.L=100 psf (Excluded self_wieght of slab)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Design the one way slab using strength design method with the following data.
Effective span=15 feet
Fc=3000psi
Fy=60000psi
L.L=200 psf
D.L=100 psf (Excluded self_wieght of slab)
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