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.

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.

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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Question

TOPIC: STEEL DESIGN (TENSION MEMBER)

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WIDE FLANGE SECTION: W 16 x 67

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.
I
WF Section
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75
75
75
65
|-|-|× 85 *|×-75 ►||
O
O
O
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