Laserfiche WebLink
Bolt Calculation Tool, V1.6.6 <br />Site Name: <br />Site Number:Tensile Strength 3487.03 <br />Connection Description:Shear Strength 2485.05 <br />Max Tensile Usage 27.1% <br />Max Shear Usage 7.7% <br />Interaction Check (Max Usage)0.08 ≤1.05 <br />(LC26 M5) Bolt Tension:945.95 lbs Result Pass <br />(LC27 M5) Shear:192.51 lbs <br />Torsional Slip Resistance 82.83 <br />Bolt Tension:945.95 lbs Sliding Resistance 1325.36 <br />Bolt Shear:182.43 lbs Torsional Slip Usage 0.0% <br />Bolt Type:Bolt - <br />Bolt Diameter:0.375 in <br />Bolt Grade:A307 - <br /># of Bolts:1 - <br />Threads Excluded?No - <br />LC Axial y Shear Torque y-y Moment z-z Moment <br />lb lb lb-ft lb-ft lb-ft <br />(LC26 M5)91.38 8.15 -0.01 107.73 119.26 <br />(LC27 M5)121.58 -5.08 -1.03 109.97 104.81 <br />I nodes of M4, M5, M7, M11, <br />Member Information <br />Max bolt usage loads correspond to Load combination #26 on member M5 in RISA-3D, <br />which causes the maximum demand on the bolts. <br />Angle Brace to Wall Angle <br />MAX BOLT USAGE LOADS1 <br />SLIP CHECK <br />BOLT PROPERTIES <br />ENVELOPE BOLT LOADS <br />PROJECT DATA <br />South Coast Plaza II <br />CLU3416 <br />BOLT CHECK <br />-149.27 <br />lb <br />Z Shear <br />-157.90 <br />1 <br />3925 3%4 S Bristol St <br />Unit# WCC015/8/2025