syarn
Structural
- Sep 10, 2008
- 27
if I am building a demising partition wall with 6" metal studs from concrete slab to bottom of metal deck.
the bottom of the deck is approx. 19' AFF.
what is the typical load one should use - 5, 7.5 or 10 psf?
what is the typical min. allowable deflection - l/120, l/240 or l/360?
does limiting height effect what gauge, size & spacing of metal stud I can use?
e.g. is a 6" metal stud 20 gauge (.033) at 24" oc is OK only for the all load levels at l/120 but begins to fall short at stiffer deflections;
steve yarnall
the bottom of the deck is approx. 19' AFF.
what is the typical load one should use - 5, 7.5 or 10 psf?
what is the typical min. allowable deflection - l/120, l/240 or l/360?
does limiting height effect what gauge, size & spacing of metal stud I can use?
e.g. is a 6" metal stud 20 gauge (.033) at 24" oc is OK only for the all load levels at l/120 but begins to fall short at stiffer deflections;
steve yarnall