I used Sapsis book to make a calculation for UDL in a cantilever.. see image ..
-Truss chart is christie 12 inch truss.
- span of truss is 32'
- A 1 is left of truss 12' in and A 2 is at the end on right.
- UDL is a led wall 14x8 at 18.4 lbs = 2060 lbs
I got A 1 at ~1440 lbs and A 2 at ~644 lbs
Did it got it right? .
1.) When using 1Ton motors is pushing it to the limit?
2 ton better options. ?( For the 1440 lbs point. )
2.)Is 12 inch truss use pushing it to the limit? ( based on chart )
Is using 16 " truss better option?
-Truss chart is christie 12 inch truss.
- span of truss is 32'
- A 1 is left of truss 12' in and A 2 is at the end on right.
- UDL is a led wall 14x8 at 18.4 lbs = 2060 lbs
I got A 1 at ~1440 lbs and A 2 at ~644 lbs
Did it got it right? .
1.) When using 1Ton motors is pushing it to the limit?
2 ton better options. ?( For the 1440 lbs point. )
2.)Is 12 inch truss use pushing it to the limit? ( based on chart )
Is using 16 " truss better option?