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

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

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.12.3P

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