2 Figure 2 Shows A Tension Member Comprising A W10 X 45 A572 Fy 50ns1 Fu 65ks1 Section Connected By 3 4 Bolts 1 (84.14 KiB) Viewed 45 times
2 Figure 2 Shows A Tension Member Comprising A W10 X 45 A572 Fy 50ns1 Fu 65ks1 Section Connected By 3 4 Bolts 2 (450.14 KiB) Viewed 45 times
2 Figure (2) shows a tension member comprising a W10 x 45 A572( Fy=50ns1,Fu=65ks1) section connected by 3/4 " bolts ( 3 no. in line) on both flanges. Assuming a tolerance of 1/8 " for bolt holes and using U=0.90. (i) Determine the available LFRD tensile strength for bolted connection. (ii) Given applied loads as dead ( PD=200kips) and live (PL=150kips) determine if the tension member is safe for the applied ultimate tensile loads.
Fy=50ksi Axial Compression, kip: W Shapes AMERICAN INSTITUTE OF STEEL. CONSTRUCTION, INC.
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