Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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a.  Prepare a table showing values of Group A bolt shear strength and slip-critical strength for bolt diameters of 1⁄2 inch to 11⁄2 inches in increments of 1⁄8 inch. Assume Class A surfaces and that threads are in the plane of shear. Your table should have the following form:

 

b. What conclusions can you draw from this table?

design
diameter strength, Rn
(kips)
Single-shear Slip-critical design Single-shear
strength, one slip
plane, oRn
(kips)
Slip-critical
allowable strength,
strength, Rn/N one slip plane, Rn/2
(kips)
Bolt
allowable
(in.)
(kips)
1/2
7.07
4.75
4.71
3.16
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Transcribed Image Text:design diameter strength, Rn (kips) Single-shear Slip-critical design Single-shear strength, one slip plane, oRn (kips) Slip-critical allowable strength, strength, Rn/N one slip plane, Rn/2 (kips) Bolt allowable (in.) (kips) 1/2 7.07 4.75 4.71 3.16
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