Steel Buildings in Europe

Part 3: Actions 3 - 7 3.3.4 Quasi-permanent combination The quasi-permanent combination is normally used for long-term effects and the appearance of the structure. Permanent actions Variable actions E d =   1 k, j j G +   1 k,i 2,i i Q  For example: E d = G (since  2 = 0 for both the wind action and the snow load)