Length of an outstanding leg of a vertical stiffener, may be taken equal to

Related Questions

• Length of an outstanding leg of a vertical stiffener, may be taken equal to
• 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)
• A single angle in tension is connected by one leg only. If the areas of connecting and outstanding legs are respectively a and b, net effective area of the angle, is
• A single angle in tension is connected by one leg only. If the areas of connecting and outstanding legs are respectively a and b, net effective area of the angle, is
• When the depth of a plate girder is at least times the depth of vertical leg of the flange angles, the girder is known as deep plate girder, if is
• When the depth of a plate girder is at least times the depth of vertical leg of the flange angles, the girder is known as deep plate girder, if is
• 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
• Bearing stiffener in a plate girder is used to
• A second horizontal stiffener is always placed at the neutral axis of the girder if the thickness of the web is less than
• Horizontal stiffener in a plate girder is provided to safeguard against