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Viper&uV Drywall Framing Systen <br /> 0 <br /> NON-COMPOSITE LIMITING HEIGHTS - BRACED 48" O.C. <br /> canto <br /> SPACING 5 PSF 7.5 PSF 10 PSF <br /> MODEL GAUGE DESIGN MIN. YIELD O.C. <br /> NO. DEPTH (mil.) MEMBER (in) (in) (ksi) (in) L/120 L/240 L/360 L/120 L/240 L/360 L/120 L/240 L/360 <br /> 25 EQ 162VS125-15 0.016 0.015 50 12 8'-8"F 7'-6" 6'-7" 7-1"F 6'-7" - 6'-1"F 6'-0" <br /> 1-5/8" 162VS125-15 0.016 0.015 50 16 7'-6"F 6-10" 6'-0" 6'-17 6'-0" <br /> (15) 162VS125-15 1 0.016 0.015 50 24 1 6'-1"F 6'-0" <br /> 25 EQ 25OVS125-15 0.016 0.015 50 12 11'-10"F 10'-7" 9'-2" 9'-7"F 9'-2" 8'-1" 8'-5"F 8'-5"F 7'-4" <br /> 2-1/2" (15) 25OVS125-15 0.016 0.015 50 16 10'-2"F 9'-7" 8'-5" 8'-5"F 8'-5"F T-4" 7'-2"F 7'-2"F 6'-8" <br /> 250VS125-15 0.016 0.015 50 24 8'-5"'F 8'-5"F T-4" 6'-8"W 6'-8"W 6'-5" - <br /> 25 EQ 362VS125-15 0.016 0.015 50 12 13'-2"F 13'-2"F 12'-1" 10'-10"F 10'-10"F 10'-7" 9'-4"F 9'-4"F 9'-4"F <br /> VIPER25 3-5/8" (15) 362VS125-15 0.016 0.015 50 16 11'-5"F 11'-5F 11'-0" T-479'-4"F 9'-4"F T-10"W T-10"W 7'-10"W <br /> 362VS125-15 0.016 0.015 50 24 9'-4"F 9'47 9'47 6'-11"W 6'-11"W 6'-11"W - - <br /> 25 EQ 40OVS125-15 0.016 0.015 50 12 13'-10"F 13'-107 13'-1" 11'-4"F 11'-4"F 11'-4"F 9'-10"F 9'-10"F 9'-10"F <br /> 4" (15) 40OVSJ25-15 0.016 0.015 50 16 12'-0"F 12'-0"F 11'-11" 9'-10"F T-10"F T-10"F T-5"W T-5"W 7'-5"W <br /> 40OVS125-15 0.016 0.015 50 24 9'-10"F T-107 9'-107 6'-6"W 6'-6"W 6'-6"W - <br /> 25EQ6GOVS125-15 0.016 0.015 50 12 14'-1"W 14'-1"W 14'-1"W 9'-5"W 9'-5"W 9'-5"W T-1"W T-1"W 7'-1"W <br /> 6 (15) 60OVS125-15 0.016 0.015 50 16 10'-7"W 10'-7"W 10'-7"W 7'-1"W 7'-1"W 7'-1"W - - <br /> 60OVS125-15 0.016 0.015 50 24 T-1"W 7'-1"W 7'-1"W - <br /> 162VS125-18 0.019 0.018 33 12 8,111, 7'10" 6,10" 7'4" 6'10" 5'11" 6'4" 6'2" 5'5" <br /> 1-5/8" (18) 162VS125-18 0.019 0.018 33 16 7191, 7'1" 6'2" 6'4" 6'2" 5'5" 5'6" 5'6" 4'11" <br /> 162VS125-18 0.019 0.018 33 24 6'4" 6'2" 5'5" 5'2" 5'2" 4'8" 4'6" 4'6" 4'3" <br /> 25 250VSI25-18 0.019 0.018 33 12 12'1" 10'10" 9'5" 9'11" 915" 8'3" 87" 87" 7'6" <br /> 2-1/2 (18) 250VS125-18 0.019 0.018 33 16 1016" 9,10" 8'T' 8'7" 8'7' 7'6" TY TY 6'9" <br /> 25OVS125-18 0.019 0.018 33 24 87' 87' 7'6" 6'11" 6'11" 6'6" 52" 5'2" 5'2" <br /> 362VS125-18 0.019 0.018 33 12 15'1" 14'6" 12'8" 12'4" 12'4" 11'1" 9'8" 9'8" 9'8" <br /> VIPER 3-5 /8" (18) 362VS125-18 0.019 0.018 33 16 13'1" 13'1" 11'6" 9,8" 9,8" 9,8" 7'3" 7'3" 7'3" <br /> 362VS125-18 0.019 0.018 33 24 9'8" 918" 918" 6'5" 6'5" 6'5" 4'10" 4'10" 4'10" <br /> 40OVS125-18 0.019 0.018 33 12 15'11" 15'8" 13'8" 13'0" 13'0" 12'10" 11'3" 11'3" 10,10" <br /> 4" (�$) 400VS125-18 0.019 0.018 33 16 13'9" 13'9" 12'5" 12'5' 11'3" 10'10" 9'9" 9'9" 9'9" <br /> 400VS125-18 0.019 0.018 33 24 11'3" 11'3" 10'10" 10'10" 9'2" 9'2" 7'11" 711" 7'11" <br /> 60OVS125-18 0.019 0.018 33 12 <br /> 6" (�$) GOOVS125-18 0.019 0.018 33 16 <br /> 60OVS125-18 0.019 0.018 33 24 <br /> 20EQ 162VS125-20 0.021 0.020 57 12 10'-7"F 8'-8" T-7" 8'-7"F T-7" 6'-7" 7'-6"F 6'-11" 6'-0" <br /> 1-5/8" (20) 162VS125-20 0.021 0.020 57 16 9'-2"F 7'-11" 6'-11" T-6"F 6'-11" 6'-0" 6'-6"F 6'-4" - <br /> 162VS125-20 0.021 0.020 57 24 T-6"F 6'-11" 6'-0" 6'-1"F 6'-0" - - <br /> 20EQ 250VS125-20 0.021 0.020 57 12 14'-4"F 11'-11" 10'-5" 11'-8"F 10'-5" 9'-1" 10'-1"F 9'-6" 8'-4" <br /> 2-1/2' 120) 250VS125-20 0.021 0.020 57 16 12'-5"F 10'-10" 9'-6" 10'-1"F 9'-6" 8'-4" 8'-10"F 8'-7" T-6" <br /> 250VS125-20 0.021 0.020 57 24 10'-1"F 9'-6" 8'-4" 8'-4"F 8'-0" T-2" T-2"F 7-2'F 6'-7" <br /> 20EQ 362VS125-20 0.021 0.020 57 12 16'-2"F 15'-10" 13'-10" 13'-2"F 13'-2"F 12'-0" 11'-5"F 11'-5"F 10'-11" <br /> VIPER20 3-5/8" (20) 362VS125-20 0.021 0.020 57 16 14'-0"F MA"F 12'-6" 11'-5"F 11'-5"F 10'-11" 9'-11"F 9'-11"F 9'-11"F <br /> 362VS125-20 0.021 0.020 57 24 11'-5"F 11'-5"F 10'-11" 9'-4"F 9'-4"F 9'-4"F 8'-1"F 8'-1"F 8'-1"F <br /> 40OVS125-21 0.022 0.021 57 12 17'-10"F 17'-0" 14'-11" 14'-7"F 14'-7"F 13'-0" 12'-7"F 12'-7'F 11'-10" <br /> 4" 121n 40OVS125-21 0.022 0.021 57 16 15'-6"F 15'-6"F 13'-6" 12'-7"F 12'-7"F 11'-10" 10'-11"F 10'-11"F 10'-8" <br /> 40OVS125-21 0.022 0.021 57 24 12'-7"F 12'-7"F 11'-10" 10'-4"F 10'-4"F 10'-4"F 8'-11"F 8'-11"F 8'-11"F <br /> 60OVS125-21 0.022 0.021 57 12 23'-1"F 22'-6" 19'-8" 18'-11"F 18'-11"F 17'-2" 16-5"F 16'-5"F 15'-7" <br /> 6" 1�1n 60OVS125-21 0.022 0.021 57 16 20'-0"F 20'-0"F 17'-11" 16'-5"F 16'-5"F 15'-7" 12'-10"W 12'-10"W 12'-10W <br /> 60OVS125-21 0.022 0.021 57 24 16'-5"F 16'-5"F 15'-7" 11'-5"W 11'-5"W 11'-5"W 8'-7"W 8'-7"W 8'-7"W <br /> 162VS125-30 0.031 0.030 33 12 11'-10" 9'-4" 8'-2' 10'-4" 8'-2" T-1" 8'-11"F T-5" 6'-6" <br /> 1-5/8" 20 162VS125-30 0.031 0.030 33 16 10'-8" 8-6" 7'-5" 8'-11"F T-5" 6'-6" 7'-8"F 6'-8" <br /> (30) 162VS125-30 0.031 0.030 33 24 8%11"F T-5" 6'-6" 7'-4"F 6'-6" 6'-4"F <br /> 25OVS125-30 0.031 0.030 33 12 16'-4" 12'-11" 11'-4" 13'-7"F 11'-4" 9'-11" 11'-10"F 10'-4" 9'-0" <br /> 20 25OVS125-30 0.0310.030 33 16 14'-5"F 11'-8" 10'-4" 11'-10"F 10'-4" 9'-0" 10'-2"F 9'-4" 8'-1" <br /> 362VS125-30 0.031 0.030 33 12 20'-0"F 17'-2" 15'-0" 16'-4"F 15'-0" 13'-1" 14'-2"F 13'-8" 11'-11" <br /> 30MVIPEL 3-5/8" (3a) 362VS125-30 0.031 0.030 33 16 17'-4"F 15'-7" 13'-8" 14'-2"F 13'-8" 11'-11" 12'-4"F 12'-4"F 10'-10" <br /> 362VS125-30 0.0310.030 33 24 14'-2"F 13'-B" 11'-11" 11'-7"F 11'-7"F 10'-5" 10'-0"F 10'-0"F 9'-6" <br /> 1111111"wom 1111172r 11 "III III <br /> 4" (30) 40OVS125-30 0.031 0.030 33 16 18'-4"F 16'11" 14'-10" 14'-11"F 14'-10" 12'-11" 12'-11"F 12'-11"F 11'-8" <br /> 40OVS125-30 0.031 0.030 33 24 14'-11"F 14'-10" 12'-11" 12'-2"F 12'-2"F 11'-4" 10'-7"F 10'-7"F 10'-2" <br /> 60OVS125-30 0.031 0.030 33 12 28'-0"F 25'-6" 22'-4" 22'-10"F 22'-4" 19'-6" 19'-10"F 19'-10"F 17'-8" <br /> 6" (3�) 60OVS125-30 0.031 0.030 33 16 24'-2"F 23'-2" 20'-2" 19'-10"F 19'-10"F 17'-8" 17'-1"F 17'-1"F 16'-1" <br /> 600VS125-30 0-031 0.030 33 24 19'-10"F 19'-10"F 17'-8" 15'-7"W 15'-7"W 15'-6" 11'-8"W 11'-8"W 11'-8"W <br /> 162VS125-33 0.035 0.033 33 12 12'-2" 9'-8" 8'-5" 10'-7" 8'-5" 7'-5" 9'-6"F 7'-8" 6'-8" <br /> 1-5/8" (33) 162VS125-33 0.035 0.033 33 16 11'-1" 8'-10" T-8" 9'-6"F 7'-8" 6'-8" 8'-2"F T-0" 6'-1" <br /> 162VS125-33 1 0.035 0.033 33 24 9'-6"F T-8" 6'-8" T-8"F 6'-8" - 6'-8"F 6'-1" - <br /> 250VS125-33 0.035 0.033 33 12 16'11" 13'-5" 11'-8" 14'-5"F 11'-8" 10'-2" 12'-6"F 10'-7" 9'-4" <br /> 2-1/2 (3 3) 250VS125-33 0.035 0.033 33 16 15'-4"F 12'-2" 10'-7" 12'-6"F 10'-7" 9'-4" 10'-10"F 9'-7" 8'-5" <br /> 250VS125-33 0.035 0.033 33 24 12'-6"F 10'-7" 9'-4" 10'-2"F 9'-4" 8'-1" 8'-10"F 8'-5" T-5' <br /> 362VS125-33 0.035 0.033 33 12 21'-4"F 17'-10" 15'-7" 17'-5'F 15'-7" 13'-7" 15'-1"F 14'-1" 12'-5" <br /> VIPER <br /> 3- 5/8' (33) 362VS125-33 0.035 0.033 33 16 18'-5"F 16'-2" 14'-1" 15'-1"F 14'-1" 12'-5" 13'-0"F 12'-11" 11'-2" <br /> 362VS125-33 0.035 0.033 33 24 15'-1"F 14'-1" 12'-5" 12'-4"F 12'-4"F 10'-10" 10'-8"F 10'-8"F 9'-10" <br /> 40OVS125-33 0.035 0.033 33 12 22'-6"F 19'-4" 16'-10" 18'-4"F 16'-10" 14'-8" 15'-11" 15'-4" 13'-4" <br /> 4" 13�) 40OVS125-33 0.035 0.033 33 16 19%5"F 17'-6" 15'-4" 15'-11"F 15'-4" 13'-4" 13'-10"F 13'-10"F 12'-1" <br /> 40OVS125-33 0.035 0.033 33 24 15'-11"F 15'-4" 13'-0" 13'-0"F 13'-0"F 11'-8" 11'-2"F 11'-2"F 10'-7" <br /> 600VS125-33 0.035 0.033 33 12 29-10"F 26'-6" 23'1" 24'-4"F 23'-1" 20'-2" 21'-1"F 21'-0" 18'-5" <br /> 6" (33) 60OVS125-33 0.035 0.033 33 16 25'-10"F 24'-1" 21'-0" 21'-1"F 21'-0" 18'-5" 18'-4"F 18'-4"F 16'-8" <br /> 60OVS125-33 1 0.035 10.033 33 24 21'-1"F 21'-0" 18'-5" 17'-2"F 17'-2"F 16'-0" 14'-6"W 14'-6"W 14'-6"W <br /> f"-flexure controls; Notes: 1.Limiting heights are in accordance with AISI allowable moment.4.Viper25and Viper20 distortional, been confirmed by testing. <br /> "s"-shearcontrols S100-07 using all steel non-composite design.2.Limiting local buckling moments and stiffness are based on testing. Fully braced when unbraced length is less than Lu. <br /> "w"-web crippling heights are established by considering flexure,shear,web 5 For web crippling,when h/ts 200,the web crippling See section properties table on pg.5 for Lu values. <br /> controls.No letter next crippling,and deflection.The web crippling values are based values are computed based on section C3.4.2 ofAISI 7.The factory punchouts are in accordance with section <br /> to the number means on testing with a bearing length of 1"I For bending,studs 5100-07. 6.No web stiffeners are required forstuds C5 ofAISI5201-07.The distance from the center of the <br /> deflection controls. are assumed to be adequatelybraced to develop full with h/tz 200,web crippling and shear values have last punchout to the end of the stud is 12". 1 <br />