PROR 166 AP Cable sling 32° 32° Clevis 2.0 m Steel plate (2.5 x 1.2 x 0.1 m)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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1.6 - 6 A steel plate of dimensions 2.5 x 1.2 x 0.1m is hoisted by a cable sling that has a clevis at each end (see figure). The pins through the clevises are 18mm in diameter and are located 2.0m apart. Each half of
the cable is at an angle of 32° to the vertical. For these conditions, determine the average shear stress T in the pins and the average bearing stress σ between the steel plate and the pins.
aver
b
Transcribed Image Text:1.6 - 6 A steel plate of dimensions 2.5 x 1.2 x 0.1m is hoisted by a cable sling that has a clevis at each end (see figure). The pins through the clevises are 18mm in diameter and are located 2.0m apart. Each half of the cable is at an angle of 32° to the vertical. For these conditions, determine the average shear stress T in the pins and the average bearing stress σ between the steel plate and the pins. aver b
PROB. 1.6-6
AP
Cable sling
32° 32°
Clevis
2.0 m
Steel plate
(2.5 x 1.2 x 0.1 m)
Transcribed Image Text:PROB. 1.6-6 AP Cable sling 32° 32° Clevis 2.0 m Steel plate (2.5 x 1.2 x 0.1 m)
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