R-1.6 A steel plate weighing 27 kN is hoisted by a cable sling that has a clevis at each end. The pins through the cle vises are 22 mm in diameter. Each half of the cable is at an angle of 35° to the vertical. The average shear stress in each pin is approximatcly: (A) 22 MPa (B) 28 MPa (C) 40 MPa (D) 48 MPa Cable sling 35 35 Clevis Steel plate
R-1.6 A steel plate weighing 27 kN is hoisted by a cable sling that has a clevis at each end. The pins through the cle vises are 22 mm in diameter. Each half of the cable is at an angle of 35° to the vertical. The average shear stress in each pin is approximatcly: (A) 22 MPa (B) 28 MPa (C) 40 MPa (D) 48 MPa Cable sling 35 35 Clevis Steel plate
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A steel plate weighing 27 kN is hoisted by a cable sling that has a clevis at each end. The pins through the cle- vises are 22 mm in diameter. Each half of the cable is at an angle of 35° to the vertical. The average shear stress in each pin is approximately: (A) 22 MPa (B) 28 MPa (C) 40 MPa (D) 48 MPa
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