4) Workabilly prism tested in flexure that failed at a load of 8,237 lb? What is the modulus of rupture of a 20 in. long by 6 in. wide by 6 in. deep concrete a) 524 psl b) 610 psl c) 386 psl d) 685 psl
4) Workabilly prism tested in flexure that failed at a load of 8,237 lb? What is the modulus of rupture of a 20 in. long by 6 in. wide by 6 in. deep concrete a) 524 psl b) 610 psl c) 386 psl d) 685 psl
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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