EK625
Partial safety factors: The factors applied to characteristic loads, and properties of materials to take account of the probability of the loads being exceeded and the assessed design strength not […]
EK597
Since it is impossible to quantify the variations in geometric imperfections, accidental eccentricity, residual stresses and material properties, it is impossible to calculate with certainty, the greatest reduction in strength […]
EK579
The limit state design method is essentially based on the concept of probability. Its basic feature is to consider the possibility and probability of the collapse load. In this respect, […]
EK174
The central concepts of limit state design are as follows: All the separate conditions that make the structure unfit for use are taken into account. These are the separate limit […]
EK96
The characteristic load is defined as the load that with a probability of 95% is not exceeded throughout the lifetime of the structure, only 5% of all occurring loads are […]
EK95
The characteristic load is that value of the load, which has an accepted probability of not being exceeded during the life span of the structure. Characteristic load is therefore that […]