a. Determine the moment of inertia at the horizontal neutral axis. b. Determine the shear flow at the connection of two sections.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Situation 3. A wide flange and a channel have the following properties. They are attached as shown.
Wide Flange
Channel
A = 18400 mm²
A = 6430 mm²
I, = 726x106 mm
I, 131x106 mm²
ly = 93.6x106 mm
1,= 3.4x106 mm
t = 12 mm
t = 10 mm
d = 470 mm
x = 20 mm
F = 138 MPa
F = 118 MPa
Diameter of bolt = 16 mm
FV bolt = 100 MPa
a. Determine the mornent of inertia at the horizontal neutral axis.
b. Determine the shear flow at the connection of two sections.
Transcribed Image Text:Situation 3. A wide flange and a channel have the following properties. They are attached as shown. Wide Flange Channel A = 18400 mm² A = 6430 mm² I, = 726x106 mm I, 131x106 mm² ly = 93.6x106 mm 1,= 3.4x106 mm t = 12 mm t = 10 mm d = 470 mm x = 20 mm F = 138 MPa F = 118 MPa Diameter of bolt = 16 mm FV bolt = 100 MPa a. Determine the mornent of inertia at the horizontal neutral axis. b. Determine the shear flow at the connection of two sections.
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