Beam Sizing for Engineering Student Project

AI Thread Summary
The discussion focuses on an engineering student's project to create an app for beam sizing calculations based on user inputs like force locations and cross-section shapes. The student seeks clarification on how to determine appropriate beam sizes, particularly regarding deflection and maximum stress limits. They mention confusion over the moment of inertia's role in different loading scenarios and express frustration with their lack of programming and engineering background. Several online calculators are suggested as resources for beam calculations. The student is looking for guidance to successfully complete the project despite feeling inexperienced.
Declan10
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Hi, I'm new here and I'm here to seek for help... I have this school project, I'm supposed to create an app (Funny that they asked an engineering student to do programming huh?). Basically this app involves beam calculations. It's supposed to suggest an appropriate beam sizing ( the cross sectional size). And all the user has to do is input the force locations, the shape of the cross section ( Angle bars, I-beams, etc). Thing is, i have totally no idea how to even calculate how much is too much. Initially, i thought deflection > max deflection = breaking. My lecturer referred me to http://www.awc.org/codes-standards/publications/da6 , however, i noticed some loading scenarios involve the moment of inertia, some don't, so how do i suggest the beam sizing? Also, for the first scenario which is the UDL, no matter what i do, the deflection will never exceed.

Can someone enlighten me? I know my questions seem amateur but gimme a break...i'm not even a degree student.Thanks in advance.
 
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Doing this properly may be too difficult without any background knowledge .

Beam sections can be chosen for a particular loading by several different methods .

The traditional simple method is to choose beam sections on the basis of the worst stress in the beam being less than or equal to an allowable maximum stress and the maximum deflection being within acceptable limits .

Here are examples of existing on line calculators :

http://www.cesdb.com/mitcalc-beam-calculation.html
http://www.engineeringcalculator.net/beam_calculator.html
http://www.engineersedge.com/beam_calc_menu.shtml
 
Thanks, I'll have a look at it. I do have a little knowledge about what I'm doing, it's just that I'm not really good at it so I need guidance here and there.
 
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