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J 9:07 TEMU Done A. 46% 41 Х INSTRUCTION. This must be a handwritten activity. Show your complete solution and highlight the final answer. Submit it on or before September 17, 2024. Situation 1. The connection shown in the figure uses 19mm diameter A325 bolts. The tension member is A36 steel (Fy-248 MPa, Fu= 400 MPa) and the gusset plate is A572 steel (Fy-290 MPa, Fu= 415 MPa). Determine: 1. the net critical area due to net section fracture 2. the design strength and allowable strength of the tension member considering gross section yielding and net section fracture 3. the gross shear area of the connections 4. the tension net area and shear net area of the connections 5. the design and allowable strength of the gusset plate considering block shear rupture 6. the design and allowable strength of the connections. 37.5 mm 75 mm 37.5 mm 9 mm gusset P 12 mm x 150 mm 37.5 mm 75 mm 37.5 mm

J 9:07 TEMU Done A. 46% 41 Х INSTRUCTION. This must be a handwritten activity. Show your complete solution and highlight the final answer. Submit it on or before September 17, 2024. Situation 1. The connection shown in the figure uses 19mm diameter A325 bolts. The tension member is A36 steel (Fy-248 MPa, Fu= 400 MPa) and the gusset plate is A572 steel (Fy-290 MPa, Fu= 415 MPa). Determine: 1. the net critical area due to net section fracture 2. the design strength and allowable strength of the tension member considering gross section yielding and net section fracture 3. the gross shear area of the connections 4. the tension net area and shear net area of the connections 5. the design and allowable strength of the gusset plate considering block shear rupture 6. the design and allowable strength of the connections. 37.5 mm 75 mm 37.5 mm 9 mm gusset P 12 mm x 150 mm 37.5 mm 75 mm 37.5 mm

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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J 9:07 TEMU Done A. 46% 41 Х INSTRUCTION. This must be a handwritten activity. Show your complete solution and highlight the final answer. Submit it on or before September 17, 2024. Situation 1. The connection shown in the figure uses 19mm diameter A325 bolts. The tension member is A36 steel (Fy-248 MPa, Fu= 400 MPa) and the gusset plate is A572 steel (Fy-290 MPa, Fu= 415 MPa). Determine: 1. the net critical area due to net section fracture 2. the design strength and allowable strength of the tension member considering gross section yielding and net section fracture 3. the gross shear area of the connections 4. the tension net area and shear net area of the connections 5. the design and allowable strength of the gusset plate considering block shear rupture 6. the design and allowable strength of the connections. 37.5 mm 75 mm 37.5 mm 9 mm gusset P 12 mm x 150 mm 37.5 mm 75 mm 37.5 mm
Transcribed Image Text:J 9:07 TEMU Done A. 46% 41 Х INSTRUCTION. This must be a handwritten activity. Show your complete solution and highlight the final answer. Submit it on or before September 17, 2024. Situation 1. The connection shown in the figure uses 19mm diameter A325 bolts. The tension member is A36 steel (Fy-248 MPa, Fu= 400 MPa) and the gusset plate is A572 steel (Fy-290 MPa, Fu= 415 MPa). Determine: 1. the net critical area due to net section fracture 2. the design strength and allowable strength of the tension member considering gross section yielding and net section fracture 3. the gross shear area of the connections 4. the tension net area and shear net area of the connections 5. the design and allowable strength of the gusset plate considering block shear rupture 6. the design and allowable strength of the connections. 37.5 mm 75 mm 37.5 mm 9 mm gusset P 12 mm x 150 mm 37.5 mm 75 mm 37.5 mm
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