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WorksheetsStructural
Total questions: 39
Worksheet time: 20mins
_________ deals with the study of the external effects of forces on rigid bodies that are at rest and remain at rest before and after the application of forces.
Statics
Dynamics
Engineering Mechanics
Strength of Materials
__________ is the study of External Forces applied on a body inducing any motion.
Statics
Dynamics
Engineering Mechanics
Strength of Materials
Compute the volume and weight (Newton) of a slab with dimension 4m x 4m x 0.2m
Density of concrete = 2,400 kg/m3
Density of steel = 7,850 kg/m3
65.45 KN
75.34 KN
17.42 N
113.404 N
⦁ Compute the volume and weight (Newton) of a 25mm dia., 3 meters steel reinforcing bar.
65.45 KN
75.34 KN
17.42 N
113.404 N
⦁ Compute the volume and weight (Newton) of a 12mm dia., 2 meters steel reinforcing bar.
65.45 KN
75.34 KN
17.42 N
113.404 N
___________is a series of concentrated loads with uniform magnitude
Concentrated Load
Uniformly distributed Load
Varying Load
Surface Load
From the figure, compute the total load of the uniformly distributed load with intensity 10KN/m.
90 KN
40 KN
60 KN
20 KN
From the figure, compute the total load of the varyingly distributed load with intensity 30KN/m.
90 KN
40 KN
60 KN
20 KN
____________ is a set of forces having the same direction but do not converge at a common point.
Coplanar
Free body diagram
Concurrent
Parallel
____________ is a set of forces having all its directions converge at a common point.
Coplanar
Free body diagram
Concurrent
Parallel
_____________ is the reactive force developed by a body on which a force or system of force acts.
Coplanar
Reaction
Concurrent
Parallel
_____________ is an isolated view of a body where all considered set of force/s are shown.
Coplanar
Free body diagram
Concurrent
Parallel
______________ is the branch of Engineering that deals with the internal effects of forces on the body.
Statics
Dynamics
Engineering Mechanics
Strength of Materials
Based on the figure determine the type of stress.
Bending
Torsion
Compression
Tension
Based on the figure determine the type of stress.
Bending
Torsion
Compression
Tension
Based on the figure determine the type of stress.
Bending
Torsion
Shearing
Tension
Based on the figure determine the type of stress.
Bending
Torsion
Shearing
Tension
Based on the figure, determine the type of stress.
Torsion
Compression
Tension
Bending
_______ force tending to cause deformation of a material by slippage along a plane or planes parallel to the imposed stress
Bending
Torsion
Shearing
Tension
________________ Twisting effect on to the cross section
Bending
Torsion
Shearing
Tension
_________________ Force producing both tension and compression on to the cross-section of the body.
Bending
Torsion
Shearing
Tension
_________________ Act of Shortening or State of Pushing Together
Bending
Torsion
Compression
Tension
When a beam is in its elastic limit, which among the situation below would most likely happen?
Beam will continue to deform with slight load
Beam will continue to deform without load
Beam will break eventually after some time
Beam will come back to its original state
_____________is the point at which the material will have an appreciable elongation or yielding without any increase in load.
Proportional Limit
Yield Point
Rupture Strength
Elastic Limit
From the figure, what is #13? Determine the part of the stress – strain diagram: _________
Proportional Limit
Yield Point
Rupture Strength
Elastic Limit
From the figure, what is #14? Determine the part of the stress – strain diagram: _________
Proportional Limit
Rupture Strength
Yield Point
Elastic Limit
From the figure, what is #15? Determine the part of the stress – strain diagram: _________
Proportional Limit
Yield Point
Actual Rupture Strength
Elastic Limit
From the figure, what is #16? Determine the part of the stress – strain diagram: _________
Proportional Limit
Yield Point
Actual Rupture Strength
Elastic Limit
__________ is the limit beyond which the material will no longer go back to its original shape when the load is removed.
Proportional Limit
Yield Point
Ultimate Strength
Elastic Limit
____________ The maximum ordinate in the stress-strain diagram is the ultimate strength or tensile strength.
Proportional Limit
Yield Point
Ultimate Strength
Elastic Limit
________is a pair of forces, equal in magnitude, oppositely directed, and displaced by perpendicular distances.
Torque
Couple
Moment
Bending
____________Force producing both tension and compression on to the cross-section of the body.
Torque
Couple
Moment
Bending
____________Lines depicting the direction but not the magnitude of the principal stress of the beam
Resilience
Malleability
Stress Trajectories
Ductility
Modulus of _____________ is its ability to absorb energy without creating a permanent distortion.
Resilience
Malleability
Stress Trajectories
Ductility
___________is the property that enables the material to deform under tensile load
Resilience
Malleability
Stress Trajectories
Ductility
___________is the ability to deform under compressive strength
Resilience
Malleability
Stress Trajectories
Ductility
___________ is also called Modulus of Rigidity, Modulus of Torsion. The ratio between shearing stress and the shearing strain.
Shear Modulus of Elasticity
Stress Relaxation
Modulus of Elasticity
Temperature Effect
___________ is the brittle behavior low temperature can cause in a normally ductile material
Shear Modulus of Elasticity
Stress Relaxation
Modulus of Elasticity
Temperature Effect
___________the time-dependent decrease in strength capacity in a constrained material
Shear Modulus of Elasticity
Stress Relaxation
Modulus of Elasticity
Temperature Effect
