5. Stress that acts in the plane of a cut section, rather than at at right angle

Question

5. Stress that acts in the plane of a cut section, rather than at at right angles to the section, is called A. Shear B. Tension O Compression D. Bending 6. A straight line stress-strain graph from zero to failure A. Indicates an elastic material B. Indicates a ductile material C. Indicates a weak material D. Is not possible for any material In establishing the axial compression load capacity of a column, the bending resistance of the column is most significant with respect to 7. A. Resistance to lateral load B. Load capacity of a very short column C. Load capacity of a column with a round cross section D. Shear in a column For a particular grade of steel that has significant ductility, the most significant property for determination of allowable tension stress is the 8. A. Ultimate strength B. Yield strength C. Modulus of elasticity D. Density (unit weight) 9. With the strength method of design, safety against structural failure is assured by A. Conservative choice of service load conditions B. Selection of members with properties below design requirements C. Specification of materials below design requirements D. Use of factored loads and resistances 10. Critical aspects of fire resistance by structures include all of the following except A. Combustibility of the structure B. Loss of strength at high temperatures C. Containment of the fire D. Prevention of ignition of the fire 11. The ties in a tied concrete column are primarily intended to A. Hold the vertical bars in place during casting of the concrete B. Reinforce the column for shear C. Reinforce the column for torsion D Prevent the buckling of the vertical bars

Explanation / Answer

5. A) Shear

6. C) indicates a weak material.

7. B)

8. B) Yield strength

9. D)

10. C)

11. A)

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