7 1. Determine the service load capacity of 2-C10X20 channels as a truss member attached to a -in. gus- set plate as shown in the accompanying figure. The steel is A572 Grade 65, and the -in.-diam A325 bolts are in a bearing-type connection (A325-X) with no threads in the shear planes. The load is 25% dead load and 75% live load.

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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1. Determine the service load capacity of 2-C10X20
channels as a truss member attached to a -in. gus-
set plate as shown in the accompanying figure. The
steel is A572 Grade 65, and the -in.-diam A325
bolts are in a bearing-type connection (A325-X)
with no threads in the shear planes. The load is 25%
dead load and 75% live load.
+
ооооо
A
ооооо
1/2 D
4@3=1¹-0
+ 100
C10 X 20
3
4
3
T
Transcribed Image Text:1. Determine the service load capacity of 2-C10X20 channels as a truss member attached to a -in. gus- set plate as shown in the accompanying figure. The steel is A572 Grade 65, and the -in.-diam A325 bolts are in a bearing-type connection (A325-X) with no threads in the shear planes. The load is 25% dead load and 75% live load. + ооооо A ооооо 1/2 D 4@3=1¹-0 + 100 C10 X 20 3 4 3 T
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