Can anyone point me in the right direction:
I have a 10" pipe and need to design a support stop to resist an axial load of 45981 N.
The pipe saddle I intend using is a Carpenter & Patterson Fig 384-2 which consists of two pipe clamps each 50 mm wide fitted around the pipe.
How would I calculate the required bolt torque required to provide sufficient pressure between the pipe clamp and the pipe to resist the axial load of 45981 N.
Using simple friction formula and coefficient of friction of 0.3 I have calculated that the pressure required by the pipe saddle is 3576 N/m^2.
I have a 10" pipe and need to design a support stop to resist an axial load of 45981 N.
The pipe saddle I intend using is a Carpenter & Patterson Fig 384-2 which consists of two pipe clamps each 50 mm wide fitted around the pipe.
How would I calculate the required bolt torque required to provide sufficient pressure between the pipe clamp and the pipe to resist the axial load of 45981 N.
Using simple friction formula and coefficient of friction of 0.3 I have calculated that the pressure required by the pipe saddle is 3576 N/m^2.