If P is the wind pressure in kg/cm2 , v is the velocity in km/hour and K is a constant of proportionality, then

Related Questions

• 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)
• 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
• As per IS : 875, for the purposes of specifying basic wind velocity, the country has been divided into
• As per IS : 875, for the purposes of specifying basic wind velocity, the country has been divided into
• The external wind pressure acting on a roof depends on
• The basic wind speed is specified at a height 'h' above mean ground level in an open terrain. The value of 'h' is
• A tension member, if subjected to possible reversal of stress due to wind, the slenderness ratio of the member should not exceed
• The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is
• The maximum permissible slenderness ratio of a member carrying loads resulting from wind, is
• A tension member, if subjected to possible reversal of stress due to wind, the slenderness ratio of the member should not exceed