The shape of the bending moment diagram for a cantilever beam carrying a uniformly distributed load.

(a)  

It is taken as the difference between the number of reactions to the number of equations in static equilibrium that can be applied.

(a)  

Determine the reaction R2 of the given beam:

(a)  

It is the point at which the material will have an appreciable elongation or yielding without any increase in load.

(a)  

Determine the polar moment of inertia (J) of a solid cylindrical shaft given that D = 5.8mm.

(a)  

Determine the Section Modulus (S) of a triangular beam given that b = 12mm and h = 10mm.

(a)  

The  (a)    of finding the deflection of a beam will demand the accurate computation of the area of a moment diagram, as well as the moment of such area about any axis.

Determine the reaction R1 at the given beam.

(a)  

Two shafts of same length and material are joined in series, If the ratio of their diameters is 2, then the ratio of their angles of twist will be

(a)