Material Strengths: Fy = 248 MPa, Fu= 400 MPa The channel (C200X17.1) is connected with four M16 bolts to the 10 mm thick gusset plate as shown. Determine the following: A-LRFD: Capacity based on Yielding on Gross Area BLRFD: Capacity based on Fracture on Net Area C-ASD: Capacity based on Yielding on Gross Area D-ASD: Capacity based on Fracture on Net Area 40 100 40 -O O -O O Channel gusset plate 100

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Material Strengths: Fy= 248 MPa, Fu= 400 MPa
The channel (C200X17.1) is connected with four M16 bolts to the 10 mm thick gusset plate as shown. Determine the following:
A-LRFD: Capacity based on Yielding on Gross Area
B-LRFD: Capacity based on Fracture on Net Area
C-ASD: Capacity based on Yielding on Gross Area
D-ASD: Capacity based on Fracture on Net Area
40
100
40
-O
O
-0
O
Channel
gusset plate
100
Transcribed Image Text:Material Strengths: Fy= 248 MPa, Fu= 400 MPa The channel (C200X17.1) is connected with four M16 bolts to the 10 mm thick gusset plate as shown. Determine the following: A-LRFD: Capacity based on Yielding on Gross Area B-LRFD: Capacity based on Fracture on Net Area C-ASD: Capacity based on Yielding on Gross Area D-ASD: Capacity based on Fracture on Net Area 40 100 40 -O O -0 O Channel gusset plate 100
B = 590 KN
C = 322 kN
D = 340 kN
D=393 KN
D=353 kN
A = 691 KN
C=414 KN
D = 302 KN
B = 453 KN
DC-386 kN
Ⓒ B = 504 kN
D=371 kN
D310 kN
B-510 KN
B 465 kN
B-530 kN
A-673 kN
A-484 kN
C-701 kN
B-556 kN
A-644 KN
D-336 kN
Transcribed Image Text:B = 590 KN C = 322 kN D = 340 kN D=393 KN D=353 kN A = 691 KN C=414 KN D = 302 KN B = 453 KN DC-386 kN Ⓒ B = 504 kN D=371 kN D310 kN B-510 KN B 465 kN B-530 kN A-673 kN A-484 kN C-701 kN B-556 kN A-644 KN D-336 kN
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