2. Given the following data of the slip-critical tension connection shown with 22mm-diameter bolts in standard holes with threads excluded from shear planes. Considering plates only, compute the design tensile strength (LRFD) and the allowable tensile strength (ASD) using NSCP 2015 (Fy=248 MPa, Fu-400 Mpa) P/2 P/2 350mm 40mm 75 100 100 75 75mm 75mm 350 x 12 mm 40mm 350 x 22 mm P Activat Go to Se
2. Given the following data of the slip-critical tension connection shown with 22mm-diameter bolts in standard holes with threads excluded from shear planes. Considering plates only, compute the design tensile strength (LRFD) and the allowable tensile strength (ASD) using NSCP 2015 (Fy=248 MPa, Fu-400 Mpa) P/2 P/2 350mm 40mm 75 100 100 75 75mm 75mm 350 x 12 mm 40mm 350 x 22 mm P Activat Go to Se
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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