a. Determine the moment of inertia at the horizontal neutral axis. b. Determine the shear flow at the connection of two sections.
a. Determine the moment of inertia at the horizontal neutral axis. b. Determine the shear flow at the connection of two sections.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ffb0d84fe-6080-4e42-8455-b4ebb660f65d%2F7f95d5d4-476c-40c3-b3c1-175a192be238%2Fg3keqe_processed.jpeg&w=3840&q=75)
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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