Problem #2 A channel shown is attached to a 12 mm gusset plate with 9 – 22 mm diameter A 325 botls as shown. Fnv = 300 MPa. (nominal shear stress) Fu = 400 MPa. (ultimate tensile stress of channel) Fy...

Please solve with complete detailed solution. Thank you.Problem #2<br>A channel shown is attached to a 12 mm<br>gusset plate with 9 – 22 mm diameter A 325<br>botls as shown.<br>Fnv = 300 MPa. (nominal shear stress)<br>Fu = 400 MPa. (ultimate tensile stress of<br>channel)<br>Fy = 248 MPa<br>Ag = 3354 mm² gusset plate 12 mm thick<br>64<br>64 30<br>Channel 12 mm thick<br>30<br>62.5<br>75<br>Gusset plate<br>22mm bolts<br>O Determine the capacity of the channel<br>based on the gross area and effective<br>net area. U = 0.60.<br>® Determine the capacity of the channel<br>based on the shearing capacity of the<br>bolts.<br>® Determine the capacity of the channel<br>based on the bearing strength of the<br>connection.<br>0 ㅇ<br>0 ㅇ<br>

Extracted text: Problem #2 A channel shown is attached to a 12 mm gusset plate with 9 – 22 mm diameter A 325 botls as shown. Fnv = 300 MPa. (nominal shear stress) Fu = 400 MPa. (ultimate tensile stress of channel) Fy = 248 MPa Ag = 3354 mm² gusset plate 12 mm thick 64 64 30 Channel 12 mm thick 30 62.5 75 Gusset plate 22mm bolts O Determine the capacity of the channel based on the gross area and effective net area. U = 0.60. ® Determine the capacity of the channel based on the shearing capacity of the bolts. ® Determine the capacity of the channel based on the bearing strength of the connection. 0 ㅇ 0 ㅇ

Jun 10, 2022
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