MCQOPTIONS
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MCQOPTIONS
This section includes 3 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. |
The value of LT in bending stress reduction factor is given by |
| A. | <sub>LT</sub> = [ 1 <sub>LT</sub> ( <sub>LT</sub> + 0.2) + <sup>2</sup><sub>LT</sub>]. |
| B. | <sub>LT</sub> = [ 1 + <sub>LT</sub> ( <sub>LT</sub> 0.2) + <sup>2</sup><sub>LT</sub>]. |
| C. | <sub>LT</sub> = 0.5 [ 1 <sub>LT</sub> ( <sub>LT</sub> + 0.2) + <sup>2</sup><sub>LT</sub>]. |
| D. | <sub>LT</sub> = 0.5 [ 1 + <sub>LT</sub> ( <sub>LT</sub> 0.2) + <sup>2</sup><sub>LT</sub>]. |
| Answer» E. | |
| 2. |
The value of b in the equation of design bending strength of laterally unsupported beams for semi-compact sections is |
| A. | Z<sub>e</sub>/Z<sub>p</sub> |
| B. | Z<sub>e</sub>Z<sub>p</sub> |
| C. | Z<sub>p</sub>/Z<sub>e</sub> |
| D. | Z<sub>p</sub> |
| Answer» B. Z<sub>e</sub>Z<sub>p</sub> | |
| 3. |
The value of b in the equation of design bending strength of laterally unsupported beams for plastic sections is |
| A. | 0.5 |
| B. | 2.5 |
| C. | 1.0 |
| D. | 1.5 |
| Answer» D. 1.5 | |