Wind load on gable, temporary roof

[Jonsereds]

Hello,

Im investigating mounting loads and effects from snow and wind loads on a temporary roof.

I constructed the frame in 2D and added some wind and snow load (generate 3D) from the special load tab under the load bar.

My question: Looking at the wind load on the gable, there is no load added directly on the gable but instead there is two different loads in the z-direction. Why is it so? One of them are the usual lifting force but the other one i have hard to derive the origin of?

Br. Jesper

[Rafal.Gaweda]

One load - load applied to cladding \ panel ?
Another - forces generated on bars from this load

If it is not the case please send the model

[Jonsereds]

Shouldn´t one of the loads act in the y-direction to correspond the gable wind?

Thank you for quick answer,

[Rafal.Gaweda]

I do not know what you have applied and what you have expected to apply.
That's why I asked for the file.