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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
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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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
Transcribed Image 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
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