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 -|-0-|× 85 ×|-4-75-1|| O O O O
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 -|-0-|× 85 ×|-4-75-1|| O O O O
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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WideFlange Section: W 16x67
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
-|-0-|× 85 ×|-4-75-1||
O
O
O
O
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