1111 CRAFTSMAN WAY 2017-04-19 - Laserfiche WebLink

ViperStud°Drywall Framing System ALLOWABLE CEILING SPANS canto L/240 4 PSF 6 PSF LATERAL SUPPORT OF COMPRESSION FLANGE LATERAL SUPPORT OF COMPRESSION FLANGE MODEL Unsupported Midspan Unsupported Midspan NO. MEMBER k i Joist Spacing(in)O.C. Joist Spacing(in)O.C. Joist Spacing(in)O.C. Joist Spacing(in)O.C. 12 16 24 12 16 24 12 16 24 12 16 24 162VS125-15 50 T-3"F 6'-9"F 6'-0"F 8'-1" T-4" 6'-5" 6'-6"F 6'-0"F 5'-5"F T-1" 6'-5" 5'-7" 25OVS125-15 50 8'-2"F 7'-7"F 6'-10"F 11'-3"F 10'-4" 9'-0"F T-4"F 6'-10"F 6'-2"F 10'-0" T-O"F T-8"F VIPER25 362VS125-15 50 9'-1"F 8'-6"F T-8"F 12'-0"F 11'-0"F 9'-9"F 8'-3"F T-8"F 6'-11"F 10'-8"F T-9"F 8'-5"F 40OVS125-15 50 9'-5"F 8'-9"F T-10"F 12'-5'F 11'A"F 10'-0"F 8'-6"F 7-10"F T-1"F I V-0"F 10'-0"F 8'-9"F 60OVS125-15 50 10'-8"F 9'-11"F 8'-11"F 14'-4"F 13'-2"F 11'-8"F 9'-7"F 8'-11"F 8'-1"F 12'-9"F 11'-8"F 8'-10"W 162VS125-20 57 T-10"F T-3"F 6'-6"F 9'-4" 8"-6" T-5" T-1"F 6'-6"F 5'-10"F 8'-2" 7'-5" 6'-6" 25OVS125-20 57 8'-10"F 8'-2"F T-4"F 12'-4"F 11'-4"F 10'-2"F T-11"F T-4"F 6'-7"F 11'-0"F 10'-2"F 8'-11" VIPER20 362VS125-20 57 9'-10"F 9'-1"F 8'-2"F 13'-6"F 12'-4"F 10'-11"F 8'-10"F 8'-2"F T-5"F 11"-11"F 10'-11"F 9'-8"F 40OVS125-21 57 10'-4"F 9'-7"F 8'-7"F 14'-4"F 13'-2'F 11'-7"F 9'-3"F 8'-7"F T-9"F 12'-8"F 11'-7"F 10'-3"F 60OVS125-21 57 11'-8"F 10'-10"F 9'-9"F 16'-6"F 15'-3"F 13'-7"F 10'-6"F T-9"F 8'-9"F 14'-9"F 13'-7"F 12'-0"F 162VS125-30 33 9'-4"F 8'-7"F T-8"F 10'-1" 9'-2" 8'-0" 8'-4"F 7'-8"F 6'-10"F 8'-10" 8'-0" 7-0" 250VS125-30 33 10'-4"F 9'-6"F 8'-6"F 13'-11" 12'-8" 11'-1" 9'-2"F 8'-6"F T-7"F 12'-2" 11'-1" 9'-8" VIPER 362VS125-30 33 11'-4"F 10'-6"F 9'-5"F 16'-0"F 14'-10"F 13'-3"F 10'-2"F 9'-5"F 8'-6"F 14'-4"F 13'-3"F 11'-9"F 30MIL 400VS125-30 33 11'-8"F 10'-10"F 9'-8"F 16'-5"F 15'-2"F 13'-7" 10'-6"F 9'-8"F 8'-9"F 14'-9"F 13'-7"F 12'-1"F 60OVS125-30 33 13'-1"F 12'-2"F 10'-11"F 18'-10"F 17'-6"F 15'-8"F 11'-9"F 10'-11"F 9'-10"F 16'-11"F 15'-8"F 14'-1"F 162VS125-33 33 9'-9"F 8'-11"F T-11"F 10'-5" 9'-5' 8'-3" 8'-8"F T-11"F T-1"F 9'-1" 8'-3" 7'-3" 250VS125-33 33 10'-9"F 9'-10"F 8'-10"F 14'-5" 13'-1" 11'-5" 9'-7"F 8'-10"F T-11"F 12'-7" 11'-5" 10'-0" VIPER 362VS125-33 33 11'-9"F 10'-11"F 9'-9"F 16'-7"F 15'-4"F 13'-9"F 10'-7"F 9"-9"F 8'-9"F 14'-10"F 13'-9"F 12'-2"F 33MIL 400VS125-33 33 12'-1"F 11'-2"F 10'-0"F 17'-0"F 15'-8"F 14'-1"F 10'-10"F 1D'-0"F 9'-0"F 15'-3"F 14'-1"F 12'-7"F 60OVS125-33 33 13'-6"F 12'-6"F 11'-3"F 19'-5"F 18'-0"F 16'-3"F 12'-2"F 11'-3"F 10'-1"F 17'-6"F 16'-3"F 14'-6"F L/360 4 PSF 6 PSF LATERAL SUPPORT OF COMPRESSION FLANGE LATERAL SUPPORT OF COMPRESSION FLANGE MODEL Unsupported Midspan Unsupported Midspan NO. MEMBER kit Joist Spacing(in)O.C. Joist Spacing(in)O.C. Joist Spacing(in)O.C. Joist Spacing(in)O.C. 12 16 24 12 16 24 12 16 24 12 16 24 162VS125-15 50 T-1" 6-5" 5'-7" T-1" 6'-5" 5'-7" 6'-2" 5'-7" 4'-11" 6'-2" 5'-7' 4'-11" 250VS125-15 50 8'-2"F 7'4"F 6'-10"F 10'-0" 9'-0" T-11" 7-4"F 6'-10"F 6'-2"F 8'-8" T-11" 6'-11" VIPER25 362VS125.15 50 9'-1"F 8'-6"F T-8"F 12'-0'F 11'-0'F 9'-9"F 8'-3"F 7-8"F 6'-11"F 10'-7"F 9'-9" 8'-5"F 40OVS125-15 50 9'-5"F 8'-9"F T-10"F 12'-5"F 11'4"F 10'-0"F 8'-6"F 7-10"F 7'-1"F 11-0"F 10'-0"F 8'-9"F 60OVS125-15 50 10'-8"F 9'-11"F 8'-11"F 14'-4'F 13'-2'F 11'-8"F 9'-7"F 8'-11"F 8'-1"F 12'-9"F 11'-8"F 8'-10"W 162VS125-20 57 T-10"F 7-3"F 6'-6" 8'-2" 7'-5" 6'-6" 7-1"F 6'-6" 5'-8" 7-2" 6'-6" 5'-8" 250VS125-20 57 8'-10"F 8'-2"F T-4'F 11'-3" 10'-2" 8'-11" T-11"F 7-4"F 6'-7"F 9'-9" 8'-11" 7'-9" VIPER20 362VS125-20 57 9'-10"F 9'-1"F 8'-2"F 13'-6"F 12'-4"F 10'-11"F 8'-10"F 8'-2"F 7'-5'F 11'-11"F 10'-11'F 9'-8"F 40OVS125-21 57 10'-4"F 9'-7'F 8'-7"F 14'-4"F 13'-2"F 11'-7"F 9'-3"F 8'-7"F 7-9"F 12'-8"F 11'-7'F 10'-3"F 60OVS125-21 57 11'-8"F 10'-10'F 9'-9'F 16'-6"F 15'-3"F 13'-7"F 10'-6"F 9'-9'F 8'-9'F 14'-9'F 13'-7'F 12'-0"F 162VS125-30 33 8'-10" 8'-0" T-0" 8'-10" 8'-0' T-O' T-8' 7-0' 6'-1" 7-8" 7-0" 6'-1" 25OVS125-30 33 10'-4"F 9'-6'F 8'-6"F 12'-2" 11'-1" 9'-8' 9'-2'F 8'-6'F 7'-7"F 10'-8" T-8" 8'-5- VIPER 30MIL 362VS125-30 33 11'-4'F 10'-6"F 9'-5"F 16'-0"F 14'-9" 12'-11" 10'-2'F 9'-5'F 8'-6'F 14'-2" 12'-11" 11'-3" 40OVS125-30 33 11'-8"F 10'-10'F 9'-8"F 16'-5"F 15'-2"F 13'-7"F 10'-6'F 9'-8"F 8'-9"F 14'-9"F 13'-7"F 12'-1"F 60OVS125-30 33 13'-1'F 12'-2"F 10'-11"F 18'-10"F 17'-6"F 15'-a"F 11'-9"F 10'-11'F 9'-10"F 16'-11"F 15'-8"F 14'-1"F 162VS125-33 33 9'-1" 8'-3" T-3' 9'-1" 8'-3' 7'-3" 7'-11" T-3" 6'-4" T-11" T-3" 6'-4' 250VS125-33 33 10'-9"F 9'-10"F 8'-10"F 12'-7" 11'-5' 10'-0" 9'-7"F 8'-10"F 7-11"F 11'-0" 10'-0" 8'-9" VIPER 33MIL 362VS125-33 33 11'-9"F 10'-11"F 9'-9"F 16'-7"F 15'-3" 13'-4" 10'-7"F 9'-9"F 8'4"F 14'-8" 13'-4" 11'-8' 40OVS125-33 33 12'-1"F 11'-2"F 10'-0"F 17'-0"F 15'-8'F 14'-1'F 10'-10"F 10'-0"F 9'-0"F 15'-3"F 14'-1"F 12'-7"F 60OVS125-33 33 13'-6"F 12'-6"F 11'-3"F 19'-5"F 18'-0"F 16'-3"F 12'-2"F 111"F 10'-1"F 17-6"F 16'-3"F 14'-6"F "f"-flexure controls;"s"-shearcontrols;"w"-web crippling controls. 4.No web stiffeners are required for studs with h/t>200,web crippling amns ear values have No letter next to the number means deflection controls. been confirmed by testing. Ceiling Span Notes: 5 All values are for simple spans,with compression flange either unbraced or braced at 1.Ceiling Spans are in accordance with AISI S100-07 using all steel non-composite design. midspan. 2.Ceiling Spans are established by considering flexure,shear,web crippling and deflection. 6.Ceiling spans are based on total load of assembly,not including storage or live load for 3.for web crippling,when h/t s 200,the web crippling values are computed based on section accessible ceilings. C3.4.2 of AISI5100-07,when h/t>200,the web crippling values are based on testing with a 7.The factory punchouts are in accordance with section C5 of AISI S201-07.The distance from bearing length of 1': the centerof the last punchout to the end of the stud is 12" For more information,please contact CEMGO"s Technical Service Department at 800-416-2278. D11V 10 This technical information reflects the most current information available and supersedes any www.cemcosteel.com and all previous publications effective May 1,2015 #VSB5-5/2015