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CONNECTION SLIP RESISTANCE Kimley >>> Horn <br /> DESIGN LOADS FACTORS <br /> Factored Axial, Pu(Ib) 2345 Nut Factor, K 0.20 Rule-of-thumb estimate <br /> Factored Moment, Mu(Ib-ft) (P(BOLTTENSION) 0.75 AISC 15th,J3.6 <br /> ❑ Normalize usages per TIA-222-H Sec. 15.5 (P(SLIP-CRITICAL) 0.85 AISC 15th,J3.8 <br /> BOLT PROPERTIES Mean Slip Coefficient, p 0.30 AISC 15th,J3.8 <br /> Bolt Type U-Bolt Installed Pretension Ratio,Du 1.13 AISC 15th,J3.8 <br /> #of U-Bolts 1 Turn-of-Nut Pretension Factor 0.70 AISC 15th,Table 13.1[a] <br /> Hole Type Short-Slotted <br /> Bolt Grade A36 <br /> Bolt Diameter,d(in) 0.5 <br /> Leg Width,Wieg(in) <br /> Bolt Torque Override,T(lb-ft) 2305 <br /> 'ension Stress Override(ksi) <br /> Bolt Ultimate Strength,Fu(ksi) 58 <br /> Specified Torque,T(lb-ft) 49.82 <br /> Clamping Force per Bolt, Pu (Ib) 5978.84 Using Turn-of-Nut! <br /> Bolt Pretension Stress(ksi) 30.45 <br /> Tensile Strength per Bolt,cpP„(Ib) 6405.90 <br /> Axial Slip Resistance per Bolt,cpP„(Ib) 1722.80 <br /> Total Axial Slip Resistance,cpP„(Ib) 3445.61 <br /> Rotational Slip Resistance per Bolt, (pMn(lb-ft) 0.00 <br /> Total Rotational Slip Resistance,cpM„(lb-ft) 0.00 <br /> Axial Slip Usage, Pu/(pPn 68.1% <br />