Please enter your mail id before submitting to get the correct answers on your mail.1. When a column buckles under an axial load, Stress in column cross-section = none of above Axial Stress + Bending Stress Bending Stress Axial Stress2. Which of the following is not a Serviceability Limit State in design? Corrosion and durability Brittle fracture Transformation into a mechanism Vibration3. Which of the following section will have highest moment capacity? Compact Section Semi-compact Section Plastic Section Slender Section4. The basic premise of the elastic design method is that the attainment of the yield stress at any point in a structure marks the end of acceptable behavior, any further increase in stress will lead to permanent strain in the material. False True5. Where steel beams support concrete slabs a reduction in steel beam weight is possible by interconnecting beam and slab. The resulting two-material beam is known as a _____________. Plate girders beam Composite beam Builtup Beam T Beam6. When the buckling stress is greater than the yield stress the maximum load that the strut can carry = none of above Yield strength x Area Buckling strength x Area Ultimate strength x Area7. Slenderness of a member depends on nature of lateral restraint nature of the cross-section distribution of applied bending moment All of the above8. If material has infinite strength, characteristic Euler Stress at zero slenderness ratio = Infinity none of above 09. Where a beam is provided with inadequate lateral restraint or has inadequate lateral stiffness it will fail, this is called Local Buckling none of above Compression buckling Lateral torsional buckling10. Which of the following is not an Ultimate Limit State in design? Buckling Rupture Strength Fatigue fractureBe sure to click Submit Quiz to see your results!Please enter your mail id to get the correct answers on your mail. (We don't misuse or display your mail id to anyone) Name Email 00 General Civil Engineering Questions Part ASteel Construction Part A0 CommentsLeave a reply Click here to cancel the replyYou must be logged in to post a comment.