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

Structural Analysis
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Chapter2: Loads On Structures
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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

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 aveage 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
Transcribed Image Text: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 aveage 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
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