PROR 166 AP Cable sling 32° 32° Clevis 2.0 m Steel plate (2.5 x 1.2 x 0.1 m)
PROR 166 AP Cable sling 32° 32° Clevis 2.0 m Steel plate (2.5 x 1.2 x 0.1 m)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![PROB. 1.6-6
AP
Cable sling
32° 32°
Clevis
2.0 m
Steel plate
(2.5 x 1.2 x 0.1 m)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fc7588d20-7fa1-4fa8-bd73-3e222821c20e%2F51475a43-c524-4af2-8256-1118acd08ca6%2F0sqixsb_processed.jpeg&w=3840&q=75)
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)
![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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fc7588d20-7fa1-4fa8-bd73-3e222821c20e%2F51475a43-c524-4af2-8256-1118acd08ca6%2F1b9ohw_processed.jpeg&w=3840&q=75)
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
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