Please solve with complete detailed solution. Thank you. Problem #2A channel shown is attached to a 12 mmgusset plate with 9 – 22 mm diameter A 325botls as shown.Fnv = 300 MPa. (nominal shear stress)Fu = 400 MPa. (ultimate tensile stress ofchannel)Fy = 248 MPaAg = 3354 mm² gusset plate 12 mm thick6464 30Channel 12 mm thick3062.575Gusset plate22mm boltsO Determine the capacity of the channelbased on the gross area and effectivenet area. U = 0.60.® Determine the capacity of the channelbased on the shearing capacity of thebolts.® Determine the capacity of the channelbased on the bearing strength of theconnection.0 ㅇ0 ㅇ

Given: 12 mm thick gusset plate 9- 22 mm dia bolts Fnv = 400 MPa Fy = 248 MPa Ag = 3354 mm2

Problem #2 A channel shown is attached to a 12 mm gusset plate with 9 – 22 mm diameter A 325 botls as shown. Frv = 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 62.5) Gusset plate mm 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. -O 0 Fo

Problem #2 A channel shown is attached to a 12 mm gusset plate with 9 – 22 mm diameter A 325 botls as shown. Frv = 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 62.5) Gusset plate mm 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. -O 0 Fo

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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