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Civil Set-1
Structural Engineering II
134

Structural Engineering II MCQ with Answers

134) The web crippling due to excessive bearing stress can be avoided by

increasing the web thickness

providing suitable stiffeners

increasing the length of the bearing plates

none of the above

Answer is:

increasing the length of the bearing plates

Structural Engineering II MCQ with Answers

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Related Structural Engineering II MCQ with Answers

135) As per IS : 800, for compression flange, the outstand of flange plates should not exceed[where t = thickness of thinnest flange plate]

121

161

201

251

Answer is:

161

136) Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds [where t is thickness of web]

501

851

200 t

2501

Answer is:

851

137) 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

Answer is:

prevent buckling of web

138) The forces acting on the web splice of a plate girder are

axial forces

shear and axial forces

shear and bending forces

axial and bending forces

Answer is:

shear and bending forces

Structural Engineering II MCQ with Answers

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