Uploaded by Chris Bopp

Section Modulus for beam

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Tank Properties
Shell Thickness
Angle Properties
Horizontal Leg
Vertical Leg
Angle Thickness
Moment of Inertia
Section Modulus
Moment of Inertia Calculations
Shell Participiting Height
Horizontal Angle
Vertical Angle
x,c
Total Width of Section
Distence to Extreme Fiber
t
0.25 in
L1
L2
4 in
4 in
0.25 in
12.24 in^4
4.61 in^3
8.25 in
1.59375 in
4.25 in
2.65625 in
Area
2.06
0.94
1.00
4
X
0.13
2.13
4.13
AX
0.26
1.99
4.13
6.375
d
1.47
-0.53
-2.53
Ad^2
4.45
0.26
6.41
11.1211
I,y
0.011
1.099
0.005
1.1146
I,cy
4.46
1.36
6.41
12.2357
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