The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is________________?

Related Mcqs:

1. The slenderness ratio of a column supported throughout its length by a masonry wall is________________?

   A. zero B. 10 C. 100 D. infinity...

2. The maximum slenderness ratio of a compression member carrying both dead and superimposed load is___________________?

   A. 180 B. 200 C. 250 D. 350...

3. The slenderness ratio of lacing bars should not exceed________________?

   A. 100 B. 120 C. 145 D. 180...

4. The relation between intensity of wind pressure p and velocity of wind V is taken as_______________?

   A. pa V B. paV2 C. p a (1/V) D. paV”2...

5. The number of seismic zones in which the country has been divided are_________________?

   A. 3 B. 5 C. 6 D. 7...

6. The effect of racking forces is considered in the design of_________________?

   i) lateral braces ii) chord members The correct answer is A. only (i) B. only (ii) C. both (i) and (ii) D. none of the above...

7. Lacing bars in a steel column should be designed to resist_________________?

   A. bending moment due to 2.5% of the column load B. shear force due to 2.5% of the column load C. 2.5% of the column load D. both (A) and (B)...

8. The allowable tensile stress in structural mild steel plates for steel tank is assumed as________________?

   A. 95.0 MPa on net area B. 105.5 MPa on net area C. 105.5 MPa on gross area D. 150.0 MPa on gross area...

9. In case of plastic design, the calculated maximum shear capacity of a beam as per IS:800 shall be________________?

   A. 0.55 Awfy B. 0.65 Awfy C. 0.75 Awfy D. 0.85 Awfy where, Aw = effective cross-sectional area resisting shear fy = yield stress of the steel...

10. Minimum pitch provided in riveted steel tanks is________________?

    A. 1.5 d B. 2.0 d C. 2.5 d D. 3.0 d where d is diameter of rivets...