4.)The figure is a cross-section of two C6 x 13 and one 7" x ¾" thick flat plate. Properties of C 6 x 13 Ix = 17.4 in4 Iy = 1.05 in4 x = 0.514 in tf = .343 in A= 3.83 in? %3D tw = 0.437 in bf = 2.157 in bf = breadth of flange 3/4" x 7" plate C 6 x 13
4.)The figure is a cross-section of two C6 x 13 and one 7" x ¾" thick flat plate. Properties of C 6 x 13 Ix = 17.4 in4 Iy = 1.05 in4 x = 0.514 in tf = .343 in A= 3.83 in? %3D tw = 0.437 in bf = 2.157 in bf = breadth of flange 3/4" x 7" plate C 6 x 13
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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considering the bottom of the channel as the reference line, locate the centroid of the composite structural area.
solve the moment of Inertia with respect to its X-axis. or Ix
solve the moment of Inertia with respect to its Y-axis. or IY

Transcribed Image Text:4.)The figure is a cross-section of two
C6 x 13 and one 7" x ¾" thick flat plate.
Properties of C 6 x 13
Ix = 17.4 in4
Iy = 1.05 in4
x = 0.514 in
tf = .343 in
A= 3.83 in?
tw = 0.437 in
bf = 2.157 in
bf = breadth of flange
3/4" x 7" plate
C 6 x 13
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