A. decrease in h/t ratio
B. increase in h/t ratio
C. decrease in thickness
D. increase in height
where ‘h’ is height and t is thickness
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Related Mcqs:
- The allowable tensile stress in structural mild steel plates for steel tank is assumed as________________?
- A. 95.0 MPa on net area B. 105.5 MPa on net area C. 105.5 MPa on gross area D. 150.0 MPa on gross area...
- Shear buckling of web in a plate girder is prevented by using________________?
- A. vertical intermediate stiffener B. horizontal stiffener at neutral axis C. bearing stiffener D. none of the above...
- The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of___________________?
- A. 75 t2/h B. 125 t3/h2 C. 125 t2/h D. 175 t2/h where, t = the web thickness in mm h = the outstand of stiffener in mm...
- The web crippling due to excessive bearing stress can be avoided by_________________?
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- In case of plastic design, the calculated maximum shear capacity of a beam as per IS:800 shall be________________?
- A. 0.55 Awfy B. 0.65 Awfy C. 0.75 Awfy D. 0.85 Awfy where, Aw = effective cross-sectional area resisting shear fy = yield stress of the steel...
- Minimum thickness of web in a plate girder, when the plate is accessible and also exposed to weather, is______________?
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- The moment of inertia of the pair of vertical stiffeners about the center line of the web should not be less than__________________?
- A. 1.5dV/C B. 1.5d¥/C C. 1.5d¥/C2 D. 1.5dY/C3 where, ‘t’ is the minimum required thick-ness of the web and ‘C is the maximum permitted clear distance between vertical stiffener for thickness ‘t’...
- The forces acting on the web splice of a plate girder are__________________?
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- Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds___________________?
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