Determine the LRFD design strengths ØP and the ASD allowable strengths P/f of the following section due to block shear as indicated. a. For a W 12 x 30 (Fy=345 MPa, Fu = 450 MPa) in Figure 3 if a 22-mm bolt is used in the connection. Properties of W 12 x 30: A= 5671 mm², t=11.18 mm, b= 165.61 mm. b. For the 12-mm by 400-mm bolted plate in Figure 4 (Fy= 250 MPa, Fu= 400 MPa) if a 19- mm bolt is used. 164 75 mm k 40mm 40mm Figure 3 50 mm 100 mm 100 mm H 65 mm Figure 4 *5mm

Determine the LRFD design strengths ØP and the ASD allowable strengths P/f of the following section due to block shear as indicated. a. For a W 12 x 30 (Fy=345 MPa, Fu = 450 MPa) in Figure 3 if a 22-mm bolt is used in the connection. Properties of W 12 x 30: A= 5671 mm², t=11.18 mm, b= 165.61 mm. b. For the 12-mm by 400-mm bolted plate in Figure 4 (Fy= 250 MPa, Fu= 400 MPa) if a 19- mm bolt is used. 164 75 mm k 40mm 40mm Figure 3 50 mm 100 mm 100 mm H 65 mm Figure 4 *5mm

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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