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Stud Depth	*Select* 3 1/2 3 5/8 4 5 1/2 6 7 1/4 8  in.
Spacing	*Select* 12 16 24  c/c in.
Wind Load	*Select* 5 10 15 20 25 30 35 40 50 60 70 80 90 100  psf
Allowable Deflection	*Select* L/120 L/240 L/360 L/600 L/720 L/>720
Stud Height	*Select* 8 9 10 12 14 16 18 20  ft.
Axial Load to Meet or Exceed	kips

COMBINED LOADING TABLE GENERAL NOTES
1. Allowable loads based on weak axis and torsional bracing at 48" o.c. maximum for axial load calculation and continuous support of each flange for flexural calculation.
2. Lateral and axial load mulitplied by 0.75 for strength determination per AISI A5.1.3.
3. Check lateral end reactions for web crippling.
4. Member height is given in feet and center to center spacing in inches.
5. Member thickness designators correspond to minimum thickness in mils or gauge for Clark PCS members.
BRIDGING REQUIREMENTS
Bridging of axial and traverse loaded stud framing shall be accomplished by either cold rolled channel run horizontally through the stud punchouts and attached at each stud or by minimum 2" wide steel straps run horizontally, on both sides of the studs, and attached to each stud. The vertical spacing of the bridging shall be at a maximum of 4'-0" on center.