In project designs, we make an effort to make our beams especially walls, but due to their design, partition walls come on floors. In such cases, it would be a more consistent approach to define a uniformly distributed load on the slab walls, as the engineer who makes the static calculations produces approximate solutions. It can be considered as a kind of precaution of theory in practice, by specifying the locations under the walls on the floor before the application and laying the distribution reinforcements under the wall. When it comes to wooden roof calculations, the static frame system in the carrier structures is solved the same, but the elastic modules of the materials, thermal, expansion coefficients, shear modules vary according to the material used as the carrier, so different carrying capacities are revealed during the investigations. You need to examine the load combinations in a wooden roof ts 498. After solving the wind load, snow load, ice load, heat calculations, you need to calculate the rivets for the wood.