If W and L are the total superimposed load and the span of a plate girder in metres, the approximate self weight (W) of the girder, is taken as

Related Questions

• If W and L are the total superimposed load and the span of a plate girder in metres, the approximate self weight (W) of the girder, is taken as
• As per IS: 800, in the plastic design, which of the following pairs are correctly matched? Working Loads Load factor (i) Dead load 1.7 (ii) Dead Load + imposed load 1.7 (iii) Dead load + load due to wind or 1.3 seismic forces (iv) Dead load + imposed load + load 1.7 due to wind or seismic forces Of these statements
• 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
• If R is the reaction on the bearing plate, the minimum moment of. inertia of the bearing stiffener provided at the support of a plate girder of overall depth D, the maximum thickness of the compression flange T, carrying total load W, is
• Minimum thickness of web in a plate girder, when the plate is accessible and also exposed to weather, is
• Minimum thickness of web in a plate girder, when the plate is accessible and also exposed to weather, is
• The maximum slenderness ratio of a compression member carrying both dead and superimposed load is
• The maximum permissible slenderness ratio of compression member carrying dead and superimposed load, is
• The maximum slenderness ratio of a compression member carrying both dead and superimposed load is