Web crippling generally occurs at the point where

Related Questions

• The web crippling due to excessive bearing stress can be avoided by
• The failure of a web plate takes place by yielding if the ratio of the clear depth to thickness of the web, is less than
• 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 (Where, t = the web thickness in mm and h = the outstand of stiffener in mm)
• The failure of a web plate takes place by yielding if the ratio of the clear depth to thickness of the web, is less than
• Modified moment of inertia of sections with a single web, is equal to moment of inertia of the section about Y-Y axis at the point of maximum bending moment and is multiplied by the ratio of
• The forces acting on the web splice of a plate girder are
• The thickness of the web of a mild steel plate girder is less than d/200. If only one horizontal stiffener is used, it is placed at
• Shear buckling of web in a plate girder is prevented by using
• The gross section of the web of a beam is defined as
• The economical depth d of a web plate in which allowable bearing stress is fb, and the maximum bending moment is M, as suggested by Rawater and Clark, is