Civil Engineering Questions And Answers :: Design Of Steel Structures: part2



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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