MCQOPTIONS
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MCQOPTIONS
This section includes 15 Mcqs, each offering curated multiple-choice questions to sharpen your Design Of Steel Structures knowledge and support exam preparation. Choose a topic below to get started.
| 1. |
What is the partial safety factor for imposed load in combination of DL+LL+AL , where DL=Dead load, WL=wind load, AL=Accidental load ? |
| A. | 1.0 |
| B. | 0.5 |
| C. | 0.4 |
| D. | 0.35 |
| Answer» E. | |
| 2. |
What is the partial safety factor for dead load in combination of DL+ WL/EL for limit state of serviceability, where DL=Dead load, WL=wind load, EL=earthquake load ? |
| A. | 1.0 |
| B. | 1.5 |
| C. | 1.2 |
| D. | 0.8 |
| Answer» B. 1.5 | |
| 3. |
What is the partial safety factor for dead load in combination of DL+LL+WL/EL for limit state of serviceability, where DL=Dead load, LL=imposed load , WL=wind load, EL=earthquake load ? |
| A. | 1.0 |
| B. | 0.8 |
| C. | 1.5 |
| D. | 1.2 |
| Answer» C. 1.5 | |
| 4. |
Which of the following load combination is not possible? |
| A. | Dead load + imposed load + wind load |
| B. | Dead load + imposed load + earthquake load |
| C. | Dead load + wind load + earthquake load |
| D. | Dead load + imposed load |
| Answer» D. Dead load + imposed load | |
| 5. |
What is the partial safety factor for combination of DL+LL for limit state of strength, where DL=Dead load, LL=imposed load? |
| A. | 1.2 |
| B. | 1.0 |
| C. | 0.8 |
| D. | 1.5 |
| Answer» E. | |
| 6. |
Calculate the design wind pressure if the basic wind speed is 44 m/s, risk coefficient is 1, topography factor is 1, terrain is with closely spaced buildings and height of building(class A) = 20m . |
| A. | 1285 N/m<sup>2</sup> |
| B. | 1580 N/m<sup>2</sup> |
| C. | 1085 N/m<sup>2</sup> |
| D. | 1185 N/m<sup>2</sup> |
| Answer» E. | |
| 7. |
Which of the following relation between design pressure, pz and design wind speed, Vz is correct? |
| A. | p<sub>z</sub> V<sub>z</sub><sup>2</sup> |
| B. | p<sub>z</sub> 1/V<sub>z</sub><sup>2</sup> |
| C. | p<sub>z</sub> V<sub>z</sub> |
| D. | p<sub>z</sub> 1/V<sub>z</sub> |
| Answer» B. p<sub>z</sub> 1/V<sub>z</sub><sup>2</sup> | |
| 8. |
Calculate design wind speed for a site in a city with basic wind speed of 50 m/s, risk coefficient =1, topography factor = 1, terrain is with closely spaced buildings and height of building (class A) = 15m. |
| A. | 40 m/s |
| B. | 48.5 m/s |
| C. | 50 m/s |
| D. | 52.5 m/s |
| Answer» C. 50 m/s | |
| 9. |
Which of the following relation is correct for design wind speed (Vz) and basic wind speed (Vb) ? |
| A. | V<sub>z</sub> V<sub>b</sub><sup>2</sup> |
| B. | V<sub>z</sub> 1/V<sub>b</sub><sup>2</sup> |
| C. | V<sub>z</sub> V<sub>b</sub> |
| D. | V<sub>z</sub> 1/V<sub>b</sub> |
| Answer» D. V<sub>z</sub> 1/V<sub>b</sub> | |
| 10. |
Wind Pressure at any height of structure does not depend on _______ |
| A. | velocity and density of air |
| B. | angle of wind attack |
| C. | topography of ground surface |
| D. | material of structure |
| Answer» E. | |
| 11. |
What is return period? |
| A. | number of years, the reciprocal of which gives the probability of extreme wind exceeding given wind speed in any one year |
| B. | number of years, the reciprocal of which gives the probability of extreme wind less than given wind speed in any one year |
| C. | number of years, the reciprocal of which gives the probability of mild wind exceeding given wind speed in any one year |
| D. | number of years, the reciprocal of which gives the probability of mild wind less than given wind speed in any one year |
| Answer» B. number of years, the reciprocal of which gives the probability of extreme wind less than given wind speed in any one year | |
| 12. |
Which of the following relation is correct for pressure coefficient?
|
| A. | [1+(V<sub>p</sub>/V<sub>z</sub>)<sup>2</sup>]. |
| B. | [1+(V<sub>z</sub>/V<sub>p</sub>)<sup>2</sup>]. |
| C. | [1-(V<sub>z</sub>/V<sub>p</sub>)<sup>2</sup>]. |
| D. | [1-(V<sub>p</sub>/V<sub>z</sub>)<sup>2</sup>]. |
| Answer» E. | |
| 13. |
Positive sign of pressure coefficient indicates ______________ |
| A. | pressure acting towards the surface |
| B. | pressure acting away the surface |
| C. | pressure acting above the surface |
| D. | pressure acting below the surface |
| Answer» B. pressure acting away the surface | |
| 14. |
IS Code gives basic wind speed averaged over a short interval of ______ |
| A. | 10 seconds |
| B. | 20 seconds |
| C. | 5 seconds |
| D. | 3 seconds |
| Answer» E. | |
| 15. |
Which IS Code is used for design loads for buildings and structures for wind load? |
| A. | IS 456 |
| B. | IS 875 Part 3 |
| C. | IS 500 |
| D. | IS 1280 |
| Answer» C. IS 500 | |