E = 30000000 psi
I = 0.1502
W = 50lb
L = 12 ft

My deflection calculation differs from "Beam Boy" software and I can't find the error. I get
0.0863 inches of deflection.

I used this formula:

WL^3/384EI"> E = 30000000 psi
I = 0.1502
W = 50lb
L = 12 ft

My deflection calculation differs from "Beam Boy" software and I can't find the error. I get
0.0863 inches of deflection.

I used this formula:

WL^3/384EI"> E = 30000000 psi
I = 0.1502
W = 50lb
L = 12 ft

My deflection calculation differs from "Beam Boy" software and I can't find the error. I get
0.0863 inches of deflection.

I used this formula:

WL^3/384EI">
Civil Projects

Simple beam calculation

Uniform load of a total of 50 lbs even distribution on a 12 foot span with fixed supports.

Square steel tube
1.5 inches square
14 gauge steel (wall thickness of .078")
E = 30000000 psi
I = 0.1502
W = 50lb
L = 12 ft

My deflection calculation differs from "Beam Boy" software and I can't find the error. I get
0.0863 inches of deflection.

I used this formula:

WL^3/384EI


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Syed Zain Nasir

I am Syed Zain Nasir, the founder of <a href=https://www.TheEngineeringProjects.com/>The Engineering Projects</a> (TEP). I am a programmer since 2009 before that I just search things, make small projects and now I am sharing my knowledge through this platform.I also work as a freelancer and did many projects related to programming and electrical circuitry. <a href=https://plus.google.com/+SyedZainNasir/>My Google Profile+</a>

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Syed Zain Nasir
2 days ago