cmrdata
Structural
- Oct 19, 2010
- 70
I'm using a 4" rod to take up to 200 kips of axial force (service load). However, AISC table only goes up to #8 clevis with a capacity of 135 kips (safe working load with a safety factor of 5:1). Could anyone share your experience on how you deal with this situation, or if you know of any fabricators I can talk to?
Also, is it doable to specify a 60 foot long tension rod (right hand threaded at one end and left hand threaded at the other) without any turnbuckle in between?
Thanks.
Also, is it doable to specify a 60 foot long tension rod (right hand threaded at one end and left hand threaded at the other) without any turnbuckle in between?
Thanks.