maximum deflection will accure
it will depend upon the load and moment applied on the beam.
Deflection is inversely proportional to moment of inertia, the larger the moment of inertia the smaller the deflection. Deflection is (with a simple centerloaded beam) is PL^3/48EI The various deflections are as follows: (i) for a simply supported beam with point load (center)=PL^3/48EI (ii) // // // UDL= 5PL^4/384EI (iii) for a cantilever with point load= PL^3/3EI (iv) // // with UDL= PL^4/8EI visit deflection calculator http://civilengineer.webinfolist.com/str/sdcalc.htm
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
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
Shear force in a cantilever beam at the support due to a concentrated load is equal to the magnitude of the concentrated load (or sum of the loads) regardless of their position along the beam. Shear force in a cantilever beam increases linearly from zero at the free end to a magnitude of (wL) at the support, where w is the uniform load and L is the length of the beam.
Because load and deflection are directly proportional to each other
Its the ratio between laser deflection amplitude at detector to vibration of cantilever. Shamial
because when we r applying a certain load the deflection also increasing..))
a cantilever beam is designed to evenly distribute weight
I also want to find the similar answer
conclusion reaction and moment for propped cantilever beam
A cantilever beam is a beam which is fixed at one end ( no translation or rotation). A propped cantilever beam is a beam which is fixed at one end ( no translation or rotation) and simply supported ( no translation) at the other end. A cantilever beam is a beam which is fixed at one end ( no translation or rotation). A simply supported beam is a beam which is simply supported at both ends. A propped simply supported beam is a beam which is simply supported at both ends and simply supported at some other point such as at the center, to reduce deflection under load. Propped beams are statically indeterminate.