Please enter your mail id before submitting to get the correct answers on your mail.1. The values of liquid limit and plasticity index for soils having common geological origin in a restricted locality usually define Points may be anywhere in the plasticity chart A straight line perpendicular to A – line A straight line parallel A – line A zone above A – line2. The minimum area of tension reinforcement in a beam shall be greater than 0.4 bd/y 0.85 bd/fy 0.04 bd 0.85 fy/bd3. In reinforced concrete, pedestal is defined as compression member, whose effective length does not exceed its dimension by 3 times 16 times 12 times 8 times4. For a fixed beam with span L, having plastic moment capacity of Mp, the ultimate central concentrated load will be 8Mp/L 6Mp/L Mp/8L 4Mp/L5. The problem of lateral buckling can arise only in those steel beams which have Moment of inertial about the bending axis larger than the other Fully supported compression flange Moment of inertial about the bending axis smaller than the other None of these6. Two perpendicular axes x and y of a section are called principal axes when Product moments of inertia (Ix x Iy) is zero Moments of inertia about the axes are equal (Ix = Iy) Moment of inertia about one of the axes is greater than the other Product moment of inertia (Ixy) is zero7. In section, shear centre is a point through which, if the resultant load passes, the section will not be subjected to any Torsion Bending Compression Tension8. A steel beam supporting loads from the floor slab as well as from wall is termed as Stringer beam Header beam Lintel beam Spandrel beam9. The characteristic strength of concrete is defined as that compressive strength below which not more than 10% of results fall None of these 5% of results fall 2% of results fall10. Maximum strain at the level of compression steel for a rectangular section having effective cover to compression steel as d and neutral axis depth from compression face xu is 0.0035(1-xu/d) 0.0035(1-d/xu) 0.002(1-xu/d) 0.002(1-d/xu)Be 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 EGeneral Civil Engineering Questions Part C0 CommentsLeave a reply Click here to cancel the replyYou must be logged in to post a comment.