WorksheetsShear Force and Bending Moment Diagram
Total questions: 10
Worksheet time: 6mins
Equilibrium Static Conditions:
Σ fx = 0
Σ θ =0
Σ fy = 0
Σ MA = 0
A beam where both ends are supported or placed freely on the wall and column.
Cantilevered Beam
Overhanging Beam
Simply Supported Beam
Continuous Beam
Classify the beam in figure:
overhanging beam
simply supported beam
continuous beam
cantilever beam
Refer to the figure, choose the right characteristic for continuous beam.
The beam cannot be analyzed from principles of the basic equilibrium equation alone.
This beam cannot analyse with 3 equilibrium reaction and known as indeterminate beam
R=3n
Totally three unknown reactions which is two reactions of hinge and 1 reaction of roller.
What is the bending moment at end supports of a simply supported beam?
Maximum
Uniform
Zero
Minimum
What will be the variation in BMD for the diagram?
Rectangular
Square
Triangular
Trapezoidal
What is the value Shear Force at support B?
5 kN
2 kN
3 kN
0 kN
Determine the moment at fixed end.
40 kNm
50 kNm
60 kNm
80 kNm
For a simply supported beam, the moment at the support is always
Maximum
Minimum
Cannot be determined
Zero
Find the value of reaction B if the point load state in the middle of the beam:
30kN
15kN
10kN
15N
