metal stud pony wall

huangyhg

metal stud pony wall
i am designing the connection at the base of a metal stud pony wall. it is along stairs, 4' tall, 3.625" thick and i'm applying a 200# load horizontally to the top of the wall per ubc 97.
problem: i am getting very large uplift forces on the sms screws at the base and on the shot pins which anchor the bottom track to the concrete slab.
question: does anyone have a beefier connection detail for the base of the wall to teh slab? or different way of analyzing the metal stud pony wall system to get smaller uplift forces?
thanks!
increase the thickness of the wall to 6" or 8" with studs on alternate sides @ 24" spacing and full width base and top.  attach base to floor with hilti adhesive anchors.
unless you can make the top plate span from a return wall segment at each end, i would install intermittent vertical 3" rolled channels or angles field welded to cast in plate in slab or set into cored holes drilled thru existing slab and into backfill and filled with concrete. infill between rolled   
does the wall have to sit on top of the stairs, or could it go along the side of the stairs to the floor below?
mike mccann
mccann engineering
will "stiffclip cl" manufactured by the steel network suit your needs?
stiffclip cl is what i use.  or a 3" x 3" steel angle, welded to each stud, and fastened to the slab with an expansion bolt.
daveatkins
note that you can get up to 0.02 radians of rotation with the stiff clip.  this may fail you in deflection.