7.6-4 - Slip-critical design strength, one slip plane, R n...

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CE 406 HW # 8 #7.6-4 Haley Orr 1/2 0.196 7.07 4.75 4.71 5/8 0.307 11.0 7.51 7.36 3/4 0.442 15.9 11.1 10.6 7/8 0.601 21.6 15.4 14.4 1 0.785 28.3 20.2 18.8 1 1/8 0.994 35.8 22.1 23.8 1 1/4 1.227 44.2 28.1 29.4 1 3/8 1.484 53.4 33.6 35.6 1 1/2 1.766 63.6 40.7 42.4 φ 0.75 1.0 Ω 2.00 1.50 48 kips <J3.2> μ 0.35 Class A 1.13 1 1 Bolt Diameter (in) Area, A b (in 2 ) Single-shear design strength, R φ n (kips)
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Unformatted text preview: Slip-critical design strength, one slip plane, R n (kips) Single-shear allowable strength, R n / (kips) F nv (A325) D u h sc N s 6/2/2010 0.4 3.16 5.01 7.38 10.3 13.4 14.8 18.7 22.4 27.2 Slip-critical allowable strength, one slip plane, R n / (kips)...
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This note was uploaded on 10/06/2010 for the course CAL POLY 456 taught by Professor Asdf during the Spring '10 term at Cal Poly Pomona.

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7.6-4 - Slip-critical design strength, one slip plane, R n...

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