
Civil Engineering : Design Of Steel Structures QUESTIONS AND ANSWERS :: part2 : 1 to 5
Following Civil Engineering Multiple choice objective type questions and answers will help you in BSNL JTO, GATE 2024 and IES 2024 examinations :
1.According to IS:800, in the Merchant Rankine formula the value of imperfection index (n) is |
| 1.0 |
| 1.4 |
| 1.8 |
| 2.0 |
2.As per IS : 800, for compression flange, the out stand of flange plates should not exceed |
| 121 |
| 161 |
| 201 |
| 251 |
3.Shear buckling of web in a plate girder is prevented by using |
| vertical intermediate stiffener |
| horizontal stiffener at neutral axis |
| bearing stiffener |
| none of the above |
4.Economical depth of a plate girder corresponds to |
| minimum weight |
| minimum depth |
| maximum weight |
| minimum thickness of web |
5.Bearing stiffener in a plate girder is used to |
| transfer the load from the top flange to the bottom one |
| prevent buckling of web |
| decrease the effective depth of web |
| prevent excessive deflection |
More Design Of Steel Structures QUESTIONS AND ANSWERS available in next pages
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