It all depends on the dimensions of the steel beam
the beam gets bend if the load is more then the resisting force of the beam and if the resisting force is more then the load it doesn't bends.
The moment of a beam is twice that for central load vs uniform load for a simple support beam; hence it needs twice the section modulus for sizing; for fixed ends the moment is 50% higher for central load vs uniform load
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the part of beam which has maximum section modulus should take more load for more strength.
It all depends on the dimensions of the steel beam
The load carrying capacity of a beam is influenced by factors such as the material properties (e.g., strength and stiffness), beam dimensions (e.g., depth and width), the type of loading (e.g., point loads or distributed loads), and the support conditions (e.g., fixed or simply supported). Additionally, factors like the beam's shape and any additional supports or reinforcements can also play a role in determining its load carrying capacity.
The weight capacity of a microlam beam depends on its size, span length, and load distribution. It is important to consult a structural engineer to determine the specific weight capacity for your particular application.
when the load is applied in the beam then deflection takes place. the nature of the deflection depends on the support provided on it
the beam gets bend if the load is more then the resisting force of the beam and if the resisting force is more then the load it doesn't bends.
The moment of a beam is twice that for central load vs uniform load for a simple support beam; hence it needs twice the section modulus for sizing; for fixed ends the moment is 50% higher for central load vs uniform load
The beam will deflect in the direction of the load This is Hooke's law, which states that load is proportional to deflection
One advantage of using a rectangular beam is that it typically has higher flexural strength compared to other beam shapes due to the distribution of material along its longer axis. This can result in better load-bearing capacity and efficiency in structural applications.
The neutral layer is a beam that supports a load is in the region where there is neither stretching nor compression.
it will depend upon the load and moment applied on the beam.
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Deflection of simply supported beam is given by P*l^3/(48E) Where P= point load at centre of beam l= length of beam E= Modules of elasticity