Structural engineering question -- maximum load taken by beam

AI Thread Summary
The maximum load for a UB 610 x 229 x 125Kg/m beam spanning 5 meters depends on various factors, including allowable bending and local building codes. The beam is intended for roofing, which requires careful consideration of load-bearing capacity. It's essential to consult a structural engineer to ensure compliance with regulations and proper design. Beams typically bend before breaking, making it crucial to understand the limits of deflection. Professional guidance is recommended for accurate load calculations and safety.
Umeshd06
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dear all ,

My question is what is the maximum load taken by beam of UB 610 x 229 x 125Kg/m for a span of 5 mtr?
its supported on both side by anchoring on concrete beam.
 
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Umeshd06 said:
dear all ,

My question is what is the maximum load taken by beam of UB 610 x 229 x 125Kg/m for a span of 5 mtr?
its supported on both side by anchoring on concrete beam.
Welcome to the PF.

What is the application? What is your background in ME?
 
berkeman said:
Welcome to the PF.

What is the application? What is your background in ME?
its for roofing
 
Umeshd06 said:
its for roofing
What is your ME background? Why are you asking this on an Internet forum?
 
Beams bend before they break. In order to calculate the max load you typically need to know how much you can allow the beam to bend. Local codes/regulations vary a lot so it's one thing to know the maximum load a beam can carry and another knowing if the design meets local code/regulations. I don't pretend to know enough to design roof beams - we hired a Structural Engineer to design the beams in our roof.
 
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