ROMBLON STATE UNIVERSITY
COLLEGE OF ENGINEERING AND TECHNOLOGY
DEPARTMENT OF CIVIL ENGINEERING
FINAL-TERM EXAMINATION
NAME: _________________________ SCORE: ________
COURSE/YEAR/BLK: ______________ DATE: _________
INSTRUCTION: Answer the problems systematically and correctly. Your solution must be a separate sheet of coupon.
Write your answers neatly. Avoid erasures. There will be deduction on late submissions. “Cheating is not tolerated”.
“Use Black Ballpen Only”. BOX your FINAL ANSWER. NO BOX NO POINTS.
PROBLEM NO. 1
Write the shear and moment equations for the beam loaded as shown. Let x be the distance measured from the left
end of the beam. Also draw the shear and moment diagrams, specifying values at all change of loading positions and at points
of zero shear. Include the weight of the beam.
Weight of the beam: 85 kg/m
1. Find the maximum shear force of the beam.
2. Find the maximum shear stress of the beam if D = 350 mm (Circular cross-section).
3. Find the maximum bending moment of the beam.
4. Find the maximum bending stress of the beam if D = 350 mm (Circular cross-section).
PROBLEM NO. 2
Write the shear and moment equations for the beam loaded as shown. Let x be the distance measured from the left
end of the beam. Also draw the shear and moment diagrams, specifying values at all change of loading positions and at points
of zero shear. Include the weight of the beam.
Weight of the beam: 85 kg/m
1. Find the maximum shear force of the beam.
2. Find the maximum shear stress of the beam if b = 200 mm, h = 300 mm (Triangular cross-section).
3. Find the maximum bending moment of the beam.
4. Find the maximum bending stress of the beam if if b = 200 mm, h = 300 mm (Triangular cross-section).
PROBLEM NO. 3
After watching a truck driving across a bridge, Jerome, a new engineering student, wonders if it is possible to
determine the worst bending moment. He knows how to find the bending moment when the load location is given, but not
when it can be at any location. What is known:
The bridge is assumed to be simply supported.
Bridge length is 50 m.
Engr. Nikko Reymon R. Manito Mechanics of Deformable Bodies
Wheel locations are 5 m, 10 m, and 12 m from the front wheel as shown in the diagram.
Total weight of the truck is 250 kN.
The weight of the truck is unevenly distributed to the wheels; Front wheels, F 1, carries 15%, second set of wheels,
F2, carries 25%, and the remaining weight is equally carried on the back two wheel sets, F 3 and F4.
a. Find the maximum bending moment that occurs when the truck moves across the bridge.
b. Find the maximum shear force that occurs when the truck moves across the bridge.
PROBLEM NO. 4
From the following figure determine:
a. Centroid of the section from the X and Y axes.
b. Moment of Inertia with respect to the X and Y axes.
c. Moment of Inertia with respect to the centroidal axis.
PROBLEM NO. 5
From the simple beam loaded as shown:
a. Compute the maximum tensile and compressive bending stresses developed in the beam.
b. Compute the maximum shearing stress at the neutral axis and the average shearing stress.
PROBLEM NO. 6
Design the span length of a simple beam for which the bending and shear capacity for a 150 mm x 300 mm is reached
simultaneously when the beam is loaded with a uniform load throughout the span. The allowable stress in bending and shear
are fb = 13.5 MPa and fv = 0.95 MPa. (No figure provided)
Engr. Nikko Reymon R. Manito Mechanics of Deformable Bodies