Live load

Related Questions

• 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
• The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as
• The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as
• The equivalent axial load may be defined as the load which produces a stress equal to
• Other conditions being same, the load factor in indeterminate structures is
• In a gusseted base, when the end of the column is machined for complete bearing on the base plate, then the axial load is assumed to be transferred to base plate
• A fillet weld whose axis is parallel to the direction of the applied load, is known as
• When the ratio of the moment M to axial load P is greater than L/6, the resultant of the compressive bearing pressure which acts at a distance Y from one side, is given by
• The central deflection of a simply supported steel beam of length L with a concentrated load W at the centre, is
• On steel structures the dead load is the weight of