Hi
I am designing a steel dome roof . After modelling the roof in Spacegass (Australia). I am trying to apply dead and live loads to curved beams. the load distribution is a triangular . at the top it is zero. bottom is high. The way I calculated dead load is the dead pressure multiplied by...
Hi I am designing a steel roof truss for the community building . In the roof truss, I have to use 16mm as the thickness of the gusset plate. i need to check buckling out-of-the-plane of the truss. if anyone can give an idea ho to do this , its really helpful. Thanks
I am doing a design of a steel stringer . there is two PFC supporting precast concrete treads. According to code requirement i used 4kpa live load on tread.so point load on stringer say 1.5KN. my question is do we need to consider a situation where all the treads are full of 4kpa . so in...
