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The published load combination equations are: LRFD. 1.4(D + F) 1.2(D + F + T) + 1.6(L + H) + 0.5(Lr or S or R)
For a floor joist, we will consider the permanent and imposed action loading combination (as wind and earthquake are not relevant) and assign a load factor of 1.2 to the dead load and 1.5 to the live load.
Load Combinations (LCs) are a linear function of multiple load cases and are used when designing structures in conjuncture with building codes. Each Load Case within an LC is multiplied by a Load Factor, adjusting the weighting of that load type in combination with others.
For example, a load combination for strength design might include the dead load, the live load, and a fraction of the wind load. A load combination for earthquake design might include the dead load, the live load, and the earthquake load in a specific direction.
Load combinations ing to Eurocode consist mostly of 3 components: The characteristic load value (snow, wind, dead, seismic, live load) Partial factor. Factor for combination value of variable loads.
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This standard sets out requirements for establishing the minimum dead and live loads to be used in the structural design of buildings and of structures associated with buildings which are to be erected under the provisions of building regulations, by- laws, ordinances, and the like.

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