A big part of our conversion will be some walls that run the 96” from one side of the bus to the other.
One major concern I have is the flexing that occurs as busses drive, and how much wiggle room I should allow for a wall that crosses from one side to the other. If I dont provide any wiggle room, and hit a curb or something else undesirable, will the twisting action smash the walls or perhaps deform the side metal?
I have seen people struggle with bus flexing during roof raises. But that is without the rigidity that the roof provides. How much are we talking in the 96” across? If it is only a 1/4” of flex, I dont think I would worry. But if we are talking 3”, I will need to account heavily in the design.
What do you think?
One major concern I have is the flexing that occurs as busses drive, and how much wiggle room I should allow for a wall that crosses from one side to the other. If I dont provide any wiggle room, and hit a curb or something else undesirable, will the twisting action smash the walls or perhaps deform the side metal?
I have seen people struggle with bus flexing during roof raises. But that is without the rigidity that the roof provides. How much are we talking in the 96” across? If it is only a 1/4” of flex, I dont think I would worry. But if we are talking 3”, I will need to account heavily in the design.
What do you think?