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4. An A992 WF steel section is used for the tension member shown in the figure. The bolts are 20mm in diameter. The WF section is to be connected to a 12mm-thick gusset plate. a. Determine the nominal strength based on gross section yielding. b. Determine the nominal strength based on effective net section fracture. WF Section 75 75 65 |-|× 85 ×|×-75×||

4. An A992 WF steel section is used for the tension member shown in the figure. The bolts are 20mm in diameter. The WF section is to be connected to a 12mm-thick gusset plate. a. Determine the nominal strength based on gross section yielding. b. Determine the nominal strength based on effective net section fracture. WF Section 75 75 65 |-|× 85 ×|×-75×||

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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4. An A992 WF steel section is used for the tension member shown in the figure. The bolts are 20mm in diameter. The WF section is to be connected to a 12mm-thick gusset plate. a. Determine the nominal strength based on gross section yielding. b. Determine the nominal strength based on effective net section fracture. WF Section 75 75 65 |-|× 85 ×|×-75×||
Transcribed Image Text:4. An A992 WF steel section is used for the tension member shown in the figure. The bolts are 20mm in diameter. The WF section is to be connected to a 12mm-thick gusset plate. a. Determine the nominal strength based on gross section yielding. b. Determine the nominal strength based on effective net section fracture. WF Section 75 75 65 |-|× 85 ×|×-75×||
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