Answer these 100+ Structural Design MCQs and assess your grip on the subject of Structural Design .
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A. Nominal strength added to the safety factor.
B. Nominal strength subtracted by the safety factor.
C. Nominal strength divided by the safety factor.
D. Nominal strength multiplied by the safety factor.
A. The sum of the allowable strengths
B. Dividing the allowable strength by the appropriate section property
C. Allowable strength divided by the appropriate section property
D. Allowable strength multiplied by the appropriate section property
A. Building code under which the structure is designed.
B. The building code that the structure is designed for.
C. The building code under which the structure is built.
D. The building code that applies to the structure.
A. Allowable Strength Design
B. Required Strength Design
C. Actual Strength Design
D. Average Strength Design
A. Actual strength design
B. Average strength design
C. Allowable stress design
D. Allowable strength design
A. The American Society of Testing and Materials
B. American Standards for Testing and Measurement
C. American Society for Testing and Measurement
D. American Standard for Testing and Materials
A. A force that is acting along the longitudinal axis of a structural member.
B. A force that is acting along the longitudinal axis of a structural member and perpendicular to it.
C. A force that along the longitudinal axis of a structural member and parallel to it.
D. A force that is acting along the length and width of a structural member
A. The vertical distance between the base of a structure and its centre of gravity
B. A type of construction in which the weight of the superstructure is supported by a number of relatively slender columns
C. A lateral (wind or seismic) force acting at the base of a structure.
D. The structural support that transmits the weight of the superstructure to the foundation
A. To distribute weight
B. Resisting bending moments
C. To bear a load
D. To support a structure
A. A unit of force.
B. A device used to measure bending moment.
C. A device used to measure axial force.
D. A structural member that resists both axial force and bending moment.
A. A deep foundation
B. A retaining wall
C. Limit state of local compressive yielding due to the action of a member bearing against another member or surface.
D. A pier
A. A force that rotates about a point; causes shearing in beams, etc
B. A force rotating about a point; causes bending in beams, etc
C. A force acting on a point; causes bending in beams, etc
D. A force acting on a point; causes shearing in beams, etc
A. Limit state of tension fracture along one path and shear yielding or shear fracture along another path.
B. A type of fracture caused by either excessive tension or compression.
C. A type of fracture that occurs when both tension and shear stresses exceed the material's fracture strength.
D. A type of fracture caused by either excessive tension or shear stress.
A. To protect the structure from high winds
B. To support the weight of the structure
C. To make the structure fireproof
D. To stiffen the structure by utilizing the inherent in-plane stiffness of a triangular framework.
A. It only provides stability for the structural system.
B. It only provides resistance to lateral forces.
C. It provides resistance to lateral forces and provides stability for the structural system.
D. It provides resistance to both lateral and vertical forces.
A. Sudden change in the geometry of a structure under a critical loading condition
B. Sudden change in the geometry of a structure or any of its elements under a loading condition
C. Sudden change in the geometry of a structure or any of its elements under a critical loading condition
D. Sudden change in the structure or any of its elements under a critical loading condition
A. Yield strength
B. Tensile strength
C. Compressive strength
D. Buckling strength
A. A member fabricated from elements that are nailed, welded, glued or bolted together
B. A member with a complex cross-section
C. A member in contact with fluids
D. A member under compression
A. A measure of the degree of curvature of a beam or truss
B. The process of applying curvature to a beam or truss
C. Curvature fabricated into a beam or truss so as to compensate for deflection induced by loads.
D. A device used to measure the curvature of a beam or truss
A. Arches
B. Cantileverts
C. Pillars
D. Beams
A. A type of stone
B. The process of hardening
C. Cementitious (binder) materials used in concrete
D. A mix of water and sand
A. The location of resultant gravity forces on an object or objects.
B. The force that pulls objects towards the center of the earth
C. A measure of how tight the core of an object is
D. The middle point of an object
A. The lowest point of a shape or object.
B. The middle point of a shape or object.
C. The center of mass of a shape or object.
D. The highest point of a shape or object.
A. The member of a truss that is in tension and carries the weight of the bridge decking.
B. Primary member that extends, usually horizontally, through a truss connection.
C. A member of a truss that carries the weight of the bridge decking and is in compression.
D. The member of a truss that supports the load-bearing members and is not a load-bearing member itself.
A. An element that transfers load from a diaphragm to a resisting element
B. An element that connects two members and distributes the load between them
C. An element that is used to change the direction of a member
D. An element that connects two or more members end to end and supports the applied load
A. To support a beam.
B. To provide lateral stability.
C. Resisting axial force.
D. To resist wind loads.
A. A mathematical representation of data
B. A three-dimensional graph
C. A mathematical object consisting of a magnitude and a direction
D. One of several vectors combined to a resultant vector
A. Different from the usual
B. Condition in which steel and concrete elements and members work as a unit in the distribution of internal forces.
C. A material made up of two or more substances
D. Made up of parts
A. Noble metals
B. Alloys
C. Materials consisting of a combination of two of more distinct materials
D. Metals
A. The resistance of a member or material to tension.
B. The resistance of a member or material to shearing.
C. A force that tends to shorten or crush a member or material.
D. A force that tends to lengthen or stretch a member or material.
A. A force that is not evenly distributed
B. A load that acts at a single point
C. A load that is evenly distributed
D. An external concentrated force
A. Plastic
B. Wood
C. Cement, crushed rock or gravel, sand and water.
D. Metal
A. The concrete has reached the ultimate strain
B. The concrete will shatter
C. The concrete will collapse
D. The concrete will crack
A. Connection
B. Joist
C. Transfer
D. Strut
A. To stabilize a column
B. To reinforce a wall
C. To remove a flange and conform to the shape of an intersecting member
D. To support a beam
A. A relationship between two unequal people
B. Two people who are dating
C. A system of two equal forces of opposite direction offset by a distance.
D. A pair of unequally matched objects
A. To increase the strength of the member.
B. To increase cross-sectional area, section modulus or moment of inertia.
C. To make the member more durable.
D. To provide extra support to the member.
A. Covers the flange of a member
B. Increases the length of a member
C. Increases cross-sectional area, section modulus or moment of inertia
D. Welds or bolts the flange of a member
A. A rock type.
B. A type of faults
C. Deformation under constant load
D. Plastic deformation that proceeds with time.
A. The inverse of the curvature, 1/R
B. The quantity defined by the curvature, R
C. The amount of curvature, 1/R
D. The amount of curvature, R
A. Live load
B. Deadweight
C. Dead weight
D. Dead Load
A. Gravity
B. Beam
C. Wind
D. Seismic
A. A shape that cannot be changed.
B. The process of breaking down
C. A change of the shape of an object or material.
D. The study of stars and planets
A. Allowable Stress Design
B. Area Structural Detail
C. Average Static Deflection
D. American Society of Civil Engineers
A. Resistance factor
B. Nominal strength
C. Resistance factor multiplied by the nominal strength, øRn.
D. øRn
A. Difference in stress between the lowest and highest values attained during loading
B. Pressure that can be safely applied to the material without causing fracture
C. Magnitude of change in stress due to the repeated application and removal of service live loads.
D. Magnitude of external force that can be applied safely to the material without causing permanent damage
A. Design strength added to the appropriate section property
B. Design strength divided by the cube of the appropriate section property
C. Design strength divided by the appropriate section property
D. Design strength multiplied by the appropriate section property
A. Isostatic structure
B. Hyperstatic structure
C. Indeterminate structure
D. A structure with the number of reactions equal to the number of static equations.
A. Torsion force
B. Axial force
C. Shear force
D. Compressive force
A. To support the diaphragm in the human body
B. To create a shear force
C. To transfer forces to the supporting elements
D. To measure seismic waves