Plate A, PL 16mm x 375mm, is connected to another plate B with 10-22 mm p bolts as shown. The steel is A36 steel with Fy= 250 MPa and Fu= 400 MPa. Assume that plate B has adequate strength. Use ASD. Plate B 37.5mm 75mm 75mm Plate A 75mm 75mm 37.5mp ↑ 150 50 50 mammird
Plate A, PL 16mm x 375mm, is connected to another plate B with 10-22 mm p bolts as shown. The steel is A36 steel with Fy= 250 MPa and Fu= 400 MPa. Assume that plate B has adequate strength. Use ASD. Plate B 37.5mm 75mm 75mm Plate A 75mm 75mm 37.5mp ↑ 150 50 50 mammird
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Compute the nominal strength based on yielding in KN.
Determine the allowable tensile strength of Plate A in KN.
Compute the allowable tensile strength at section a-1-2-2-4-c in KN.
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