jnlbctln said:If i have a simple suppoted beam, let's say for example 2 supports with overhanging loads at end and/or midspan. DOES IT ALWAYS HAVE zero deflection at the support? or are there times that there is deflection at those supports?
A simple supported beam is a type of structural element that is supported at two points, usually at the ends, and is free to rotate and deflect under load.
Deflection at supports is the amount of vertical displacement or movement at the points where the beam is supported, due to the applied load. It is also known as vertical displacement or vertical deflection.
The deflection at supports can be calculated using various methods, such as the double integration method, the moment area method, or the virtual work method. The exact method used will depend on the complexity of the beam and the type of load applied.
The deflection at supports is affected by several factors, including the material properties of the beam, the magnitude and distribution of the applied load, and the distance between the supports. The type of support conditions, such as pinned or fixed, also play a role in determining the deflection at supports.
Calculating the deflection at supports is important in determining the structural integrity and safety of a beam. Excessive deflection can cause the beam to fail or become unstable, leading to potential hazards and structural damage. It is also important for engineers and designers to ensure that the beam can withstand the expected load and meet the required design criteria.