I have this 12m long rafter supporting light weight roof (2m span) on one side and terrace on the other. The max deflection of the rafter is 36mm under live load, which passes the limit check for the rafter itself.
However, if I look at the 2m long purlins of the roof that span from wall to...
I have this 6m bondek slab that needs to design to take transfer line load along its span.
I am wondering for both strength and deflection check what width do I need to take for where transfer load is and why?
I have used FEA for this full model and the results differ so much compared to my...
