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For the truss shown below, design member HI using W shape of A992 steel. The loads acting on the truss are the design panel loads. Assume that each flange will be connected to a 20-mm thick gusset plate with two lines of three-20-mm diameter bolts as shown in the detail. For this connection, assume that U=0.85. The size of the member should be controlled so you must limit your selections to W8, W10, and W12 sections.

For the truss shown below, design member HI using W shape of A992 steel. The loads acting on the truss are the design panel loads. Assume that each flange will be connected to a 20-mm thick gusset plate with two lines of three-20-mm diameter bolts as shown in the detail. For this connection, assume that U=0.85. The size of the member should be controlled so you must limit your selections to W8, W10, and W12 sections.

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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04. For the truss shown below, design member HI using W shape of A992 steel. The loads acting on the truss are the design panel loads. Assume that each flange will be connected to a 20-mm thick gusset plate with two lines of three-20-mm diameter bolts as shown in the detail. For this connection, assume that U = 0.85. The size of the member should be controlled so you must limit your selections to W8, W10, and W12 sections. 80 KN B 80 kN 80 KN 80⁰ kN 80 kN =I=I1=IS DETAIL OF CONNECTION D H 80 kN 5 @ 5m= 25 m a.com 80 kN E F 40 kN GIVEN: STEEL GRADE: A992 Steel t = 20mm Length = 5m h = 5m 40 kN REQUIRED: Design of Member HI using W shape + Test Adequacy 5 m
Transcribed Image Text:04. For the truss shown below, design member HI using W shape of A992 steel. The loads acting on the truss are the design panel loads. Assume that each flange will be connected to a 20-mm thick gusset plate with two lines of three-20-mm diameter bolts as shown in the detail. For this connection, assume that U = 0.85. The size of the member should be controlled so you must limit your selections to W8, W10, and W12 sections. 80 KN B 80 kN 80 KN 80⁰ kN 80 kN =I=I1=IS DETAIL OF CONNECTION D H 80 kN 5 @ 5m= 25 m a.com 80 kN E F 40 kN GIVEN: STEEL GRADE: A992 Steel t = 20mm Length = 5m h = 5m 40 kN REQUIRED: Design of Member HI using W shape + Test Adequacy 5 m
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