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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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?
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