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 * ********** + 65 || 85 |4-75 ►| "B" 0 1 2 3 4 5 6 7 8 9 Wide Flange Section W16x67 W16x40 W16x36 W14x74 W14x68 W14x61 W14x48 W12x72 W12x65 W12x53

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