04 (25 Points) Determine the available strength of the splice connection shown below based on bolt shear and bearing str
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04 (25 Points) Determine the available strength of the splice connection shown below based on bolt shear and bearing str
04 (25 Points) Determine the available strength of the splice connection shown below based on bolt shear and bearing strength. Use the ASIC-LRFD and the AISC-ASD methods. %-inch Group B-Nbolts are used. All steel is A36. OV 1318 AV 0- si 3 LRPD Q2 = 169,3k Rulon & 112.9k ASD
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