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Details are given of analytical and experimental investigation which was conducted at Rutgers University, and equation is described which correlates maximum crack width at tensile face of two-way slab with stress in reinforcement, spacing and diameter of wires, compressive and tensile strengths of concrete, and proportion of reinforcement.
Details are given of analytical and experimental investigation which was conducted at Rutgers University, and equation is described which correlates maximum crack width at tensile face of two-way slab with stress in reinforcement, spacing and diameter of wires, compressive and tensile strengths of concrete, and proportion of reinforcement.
Cracking of slabs spanning in two directions
Concrete Constr Eng
Nawy, E.G. (author)
1965
Article (Journal)
English
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