Cry man, cry!
When a cantilever beam is loaded with a Uniformly Distributed Load (UDL), the maximum bending moment occurs at the fixed support or the point of fixation. In other words, the point where the cantilever is attached to the wall or the ground experiences the highest bending moment. A cantilever beam is a structural element that is fixed at one end and free at the other end. When a UDL is applied to the free end of the cantilever, the load is distributed uniformly along the length of the beam. As a result, the bending moment gradually increases from zero at the free end to its maximum value at the fixed support. The bending moment at any section along the cantilever can be calculated using the following formula for a UDL: Bending Moment (M) = (UDL × distance from support) × (length of the cantilever - distance from support) At the fixed support, the distance from the support is zero, which means that the bending moment at that point is: Maximum Bending Moment (Mmax) = UDL × length of the cantilever Therefore, the maximum bending moment in a cantilever beam loaded with a UDL occurs at the fixed support. This information is essential for designing and analyzing cantilever structures to ensure they can withstand the applied loads without failure.
Max BM for a cantilever would be @ the point of support and would be equal to WL/2 where W=wL Max BM for a cantilever would be @ the point of support and would be equal to WL/2 where W=wL Edit- As said above the max bending moment for a cantilever will be at the supportFor a distributed load M=wL2/2 where w=the fractured distributed load and L= the leaver arm For a point loadM=PL where P=the point load and L= the leaver arm *Having a cantilever means you will have reinforcing in the top of the beam/slab till a distance after the beam
when a moment is applied in a structure the element bend
It is parabolic, or second order:M = q x squared/2An excellent software to view the profiles of Shear force & Bending moment diagrams.http://www.mdsolids.com/
There is a small logic we can calculate the load capacity,for that we need Stress and Strain formulas, shearing moment and bending moment, from that we can know where the system fails and works........ DR.....
You can find these diagrams online. A simple image search can help to bring them up and you can choose the one that best meets your needs.
To calculate the bending moment of any point:WL/2 x X - WX x X/2W = WeightL = Length of beamX = distance
A cantilever has only one end or point fixed; this is an obvious difference between having two points or both ends fixed. The nature of bending moment is same throughout the span in the case of a cantilever beam whereas a fixed beam has both types of nature, i.e. sagging as well as hogging.
Increase the moment of inertia
moment
conclusion reaction and moment for propped cantilever beam
MAXIMUM SHEAR force bending moment is zero shear force change inside is called bending moment