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Determine the service load capacity in tension for an angle member shown of grade 50 steel connected with 22mm diameter bolts. Use NSCP 2015

Determine the service load capacity in tension for an angle member shown of grade 50 steel connected with 22mm diameter bolts. Use NSCP 2015 load and resistance factor design, and assume the live load to dead load ratio is 2.5 50mm 58 63.5 7@50mm 000 000 gusset plate 6x4x0.5

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