The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as

Related Questions

• The live load for a sloping roof with slope 15°, where access is not provided to roof, 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
• For the buildings having a low permeability, the internal wind pressure acting normal to the wall and roof surfaces is taken as (Where p is basic wind pressure)
• Live load
• Normally, the angle of roof truss with asbestos sheets should not be less than
• 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
• 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
• 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
• The equivalent axial load may be defined as the load which produces a stress equal to
• To minimize the total cost of a roof truss, the ratio of the cost of truss to the cost of purlins shall be