ProSTUD Drywall Framing System
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1 ProSTUD Drywall Framing System COPYRIGHT MIAMI - ORLANDO Page 1 of 10
2 Table Notes 3. Tabulated gross properties including torsional properties are based on full-unreduced cross section of the studs, away from punchouts. nonstructural rack sections are ignored. 7. Allowable moment is taken as the lowest value based on local or distortional buckling. Distortional buckling strength is based on a k-phi = 0. Non-Structural (PS) ProSTUD Member Fy Thicknes (ksi Area Weight Ix Rx Iy Ry Ae Ix Sx Ma Vag Vanet Jx1000 Cw Xo Ro Lu β s (in) ) (in 2 ) (lb/ft) (in 4 ) (in) (in 4 ) (in) (in 2 ) (in 4 ) (in 3 ) (in-lbs) (lb) (lb) (in 4 ) (in 6 ) (in) (in) (in) 162PDS PDS PDS PDS PDS PDS PDS PDS PDS PDS PDS PDS PDS PDS PDS PDS PDS PDS PDS PDS PDS PDS PDS PDS PDS PDS PDS PDS PDS PDS PDS PDS PDS PDS PDS Web-depth to thickness ratio exceeds 260. Web stiffeners are required at all bearing and intermediate locations, and no web COPYRIGHT MIAMI - ORLANDO Page 2 of 10
3 Table Notes Non-Structural (PT) ProTRAK (1-1/4 Leg) Thickness F Area Weight Ix Rx Iy Ry Ae Ix Sx Ma Vag Jx1000 Cw Xo Ro (in) (in2) (lb/ft) (in4) (in) (in4) (in) (in2) (in4) (in3) (in-lbs) (lb) (in4) (in6) (in) (in) (ksi) β 162PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT COPYRIGHT MIAMI - ORLANDO Page 3 of 10
4 Table Notes Non-Structural (PT) ProTRAK (1-1/4 Leg) Thickness Area Weight Ix Rx Iy Ry Ae Ix Sx Ma Vag Jx1000 Cw Xo Ro F (in2) (lb/ft) (in4) (in) (in4) (in) (in2) (in4) (in3) (in-lbs) (lb) (in4) (in6) (in) (in) β (in) (ksi) 162PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT COPYRIGHT MIAMI - ORLANDO Page 4 of 10
5 Table Notes Non-Structural (PT) ProTRAK (1-1/2 Leg) F Area Weight I Rx Iy Ry Ae Ix Sx Ma Vag Jx1000Cw Xo Ro Thickness (in2) (lb/ft) (in4) (in) (in4) (in) (in2) (in4) (in3) (in-lbs) (lb) (in4) (in6) (in) (in) β (in) (ksi) 162PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT COPYRIGHT MIAMI - ORLANDO Page 5 of 10
6 Table Notes Non-Structural (PT) ProTRAK (2 Leg) Area Weight I Rx Iy Ry Ae I Sx Ma Vag Jx1000 Cw Xo Ro F Thickness (in) (ksi) (in2) (lb/ft) (in4) (in) (in4) (in) (in2) (in4) (in3) (in-lbs) (lb) (in4) (in6) (in) (in) β 162PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT COPYRIGHT MIAMI - ORLANDO Page 6 of 10
7 Table Notes Non-Structural (PT) ProTRAK (2-1/2 Leg) Thickness Area Weight Ix Rx Iy Ry Ae Ix Sx Ma Vag Jx1000 Cw Xo Ro F (in2) (lb/ft) (in4) (in) (in4) (in) (in2) (in4) (in3) (in-lbs) (lb) (in4) (in6) (in) (in) β (in) (ksi) 162PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT COPYRIGHT MIAMI - ORLANDO Page 7 of 10
8 Table Notes Non-Structural (PT) ProTRAK (3 Leg) Area Weight I Rx Iy Ry Ae Ix Sx Ma Vag Jx1000 Cw Xo Ro Thickness F (in2) (lb/ft) (in4) (in) (in4) (in) (in2) (in4) (in3) (in-lbs) (lb) (in4) (in6) (in) (in) β (in) (ksi) 162PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT PDT COPYRIGHT MIAMI - ORLANDO Page 8 of 10
9 Which limiting height table? Composite Assemblies Composite limiting height data can be applied to walls where gypsum board is installed on both flanges of the stud for the full height of the wall. ProSTUD composite data is based on the 2009 International Building Code and was tested and analyzed in accordance with the most recent version of AC86 (2010). Non-Composite Assemblies Non-Composite conditions are common in all structures. These assemblies occur when the gypsum board stops at the ceiling level, but the stud continues to the deck. The pictures below show some variations of braced non-composite walls. Other Assemblies For assemblies not listed above, the conditions may vary greatly depending on the building requirements. While the provided non-composite tables may be used conservatively, please consult an architecture before performing any work. COPYRIGHT MIAMI - ORLANDO Page 9 of 10
10 Limiting Wall Heights Interior Non-Structural Composite Table Notes 1. Allowable composite limiting heights are calculated using ICC-ES AC In accordance with current building codes and AISI design standards, the 1/3 Stress Increase for strength was not used. 2. The composite limiting heights provided in the tables are based on a single layer of Type X Gypsum Board from the following manufacturers: American, CertainTeed, Georgia Pacific, Lafarge, National, Temple Inland, and USG. 3. The gypsum board must be applied full height in the vertical orientation to each stud flange and installed in accordance with ASTMC using minimum No. 6 Type S Drywall screws spaced a minimum of 12-in on-center to the framing members. 4. No fasteners are required for attaching the stud to the track except as detailed in ASTM C Stud end bearing must be a minimum of 1 inch. 6. Minimum material yield strength equals 50 ksi for 15-mil and 65 ksi for 19-mil studs. 7. f adjacent to the height value indicates that flexural stress controls the allowable wall height. 8. s adjacent to the height value indicates that shear/end reaction controls the allowable wall height. Stud Member Interior Composite data with 1 layer 5/8 Type X Gypsum Board 162PS PS PS PS PS PS PS PS PS PS PS PS PS PS Spacing inches Lateral Load (psf) 5 psf 7.5 psf 10 psf L/120 L/240 L/360 L/120 L/240 L/360 L/120 L/240 L/ ' 1" 11' 7" 10' 1" 12' 3" 10' 1" 8' 7" 11' 2" 9' 1" ' 9'' 10' 6" 9' 0" 11' 2" 9' 1" ' 2" 8' 1" 24 11' 2" 9' 1" --- 9' 9" ' 5" ' 10" 12' 11" 11' 2'' 12' 11" 11' 3'' 9' 9" 11' 9'' 10' 3" 8' 8" 16 13' 5'' 11' 8" 10' 1" 11' 9" 10' 3'' 8' 8" 10' 8" 9' 2" ' 9'' 10' 3" 8' 8" 10' 3" 8' 8" --- 9' 2" ' 2'' 14' 8" 13' 0" 15' 0" 12' 10" 11' 4" 13' 3" f 11' 8" 10' 4" 16 15' 7'' 13' 4" 11' 9'' 13' 3'' f 11' 8'' 10' 4'' 11' 5" f 10' 7" 9' 1" 24 13' 3" f 11' 8" 10' 4" 10' 10" f 10' 2" 8' 6" 9' 4" f 8' 11" ' 1" 15' 9" 14' 0" 15' 9" 13' 9'' 12' 3" 14' 4" 12' 6" 11' 1" 16 16' 5'' 14' 4" 12' 8'' 14' 4" 12' 6'' 11' 1" 13' 0" 11' 4" 10' 1" 24 14' 4" 12' 6" 11' 1" 12' 6'' f 10' 11'' 9' 8" 11' 5'' 9' 11" 8' 7" 12 21' 4" f 16' 11" 15' 0" 17' 5" f 14' 9'' 13' 1" 15' 1'' f 13' 5" 11' 10" 16 18' 6" f 15' 4" 13' 7'' 15' 1'' f 13' 5'' 11' 10" 13' 1'' f 12' 2" 10' 8" 24 15' 1'' f 13' 5" 11' 10" 12' 4" f 11' 8'' 10' 2" 10' 8" f 10' 5" 9' 1" 12 22' 10" 18' 1" 15' 10" 19' 11" 15' 10" 13' 10" 18' 1" 14' 4" 12' 7" 16 20' 9'' 16' 5" 14' 4'' 18' 1" 14' 4" 12' 7" 16' 2" f 13' 1" 11' 4" 24 18' 1" 14' 4" 12' 7'' 15' 3'' f 12' 7'' 10' 11" 13' 3" f 11' 4" 9' 10" 12 21' 6'' 17' 1" 14' 11'' 18' 4" f 14' 11'' 13' 0" 15' 10" f 13' 7" 11' 10" 16 19' 5" f 15' 6" 13' 7'' 15' 10" f 13' 7'' 11' 10" 13' 9" f 12' 4" 10' 7" 24 15' 10" f 13' 7" 11' 10" 1 2 ' 11' 10" 10' 1" 11' 2" f 10' 7" 9' 0" 12 23' 3'' 18' 5" 16' 1" 20' 4" 16' 1" 14' 1" 18' 5'' 14' 8" 12' 10" 16 21' 1" 16' 9" 14' 8'' 18' 5" 14' 8'' 12' 10" 16' 7" f 13' 4" 11' 7" 24 18' 5'' 14' 8" 12' 10" 15' 8'' f 12' 10" 11' 1" 13' 7" f 11' 7" 9' 11" 12 22' 8'' 18' 0'' 15' 9'' 19' 1'' f 15' 9'' 13' 9" 16' 6" f 14' 4" 12' 6" 16 20' 3" f 16' 4" 14' 4" 16' 6'' f 14' 4" 12' 6" 14' 4" f 13' 0" 11' 3" 24 16' 6" f 14' 4" 12' 6'' 13' 6'' f 12' 6'' 10' 8" 11' 8" f 11' 3" 9' 6" 12 24' 4" 20' 2" 17' 9'' 21' 3" 17' 8'' 15' 6" 19' 4" 16' 0" 14' 1" 16 22' 2'' 18' 4" 16' 1" 19' 4" 16' 0" 14' 1" 17' 7" f 14' 7" 12' 9" 24 19' 4" 16' 0" 14' 1" 16' 6'' f 14' 0" 12' 4" 14' 4" f 12' 9" 11' 0" 12 26' 11" f 22' 9" 20' 3'' 22' 0" f 19' 11'' 17' 9" 19' 0" f 18' 1" 16' 1" 16 23' 4" f 20' 8" 18' 5'' 19' 0" f 18' 1" 16' 1" 16' 6" f 16' 5" 14' 7" 24 19' 0" f 18' 1" 16' 1" 15' 7'' f 15' 7" f 14' 1" 13' 6" f 13' 6'' f 12' 9" 12 31' 10" 25' 4" 22' 1" 27' 10" f 22' 1" 19' 4" 24' 3" f 20' 1" 17' 6" 16 28' 11" 23' 0" 20' 1" 24' 3'' f 20' 1'' 17' 6" 21' 0" f 18' 3" 15' 11" 24 24' 3" f 20' 1" 17' 6'' 19' 10" f 17' 6'' 15' 3" 17' 2" f 15' 11" 13' 9" 12 27' 10" f 24' 2" 21' 5'' 22' 9'' f 21' 1" 1 8 ' 1 9 ' 19' 2" 17' 0" 16 24' 1'' f 21' 11" 19' 5'' 19' 8'' f 19' 2'' 17' 0'' 17' 1'' f 17' 1'' f 15' 5" 24 19' 8" f 19' 2" 17' 0'' 16' 1'' f 16' 1'' f 14' 9" 13' 11" f 13' 11" f 13' 4" 12 32' 0" 26' 5" 23' 2'' 28' 0" 23' 1" 20' 3" 24' 9" f 21' 0" 18' 5" 16 29' 1" 24' 0" 21' 1" 24' 9'' f 21' 0" 18' 5" 21' 5" f 19' 1" 16' 9" 24 24' 9" f 21' 0" 18' 5'' 20' 3'' f 18' 4" 16' 1" 17' 6" f 16' 8" 14' 4" COPYRIGHT MIAMI - ORLANDO Page 10 of 10
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