WINDLOAD CHARTS D = 30 P.S.F. E = 40 P.S.F. F = 60 P.S.F. CG451 SERIES DESCRIPTION: 2” x 4 1/2” CENTER GLAZED SYSTEM CATEGORY: STOREFRONT SCALE: NTS 13 13 12 12 11 11 A 10 10 B 9 A 8 B MULLION HEIGHT (Feet) MULLION HEIGHT (Feet) A = 15 P.S.F. B = 20 P.S.F. C = 25 P.S.F. C D 7 E 6 F 5 4 C 9 D 8 E 7 F 6 5 4 3 3 CG451-1+5 2 CG451-7+5 2 Ix = 2.849 in4 Sx = 1.299 in 3 1 0 3 4 5 6 7 Ix = 5.316 in4 Sx = 2.381 in 3 1 0 8 3 MULLION SPACING (Feet) 4 5 6 7 8 MULLION SPACING (Feet) 13 13 A 12 12 11 10 C 10 9 D 9 MULLION HEIGHT (FEET) 8 MULLION HEIGHT (FEET) B 11 E 7 F 6 5 4 CG451-1+5 with ST450-4 3 2 1 A B 8 C D 7 E 6 F 5 4 3 CS451-5 2 Ix = 2.853 in4 Sx = 1.268 in 3 1 4 0 3 4 5 6 7 MULLION SPACING (FEET) RELEASE 08.2014 8 Ix = 8.293 in Sx = 3.899 in 3 0 3 4 5 6 7 8 MULLION SPACING (FEET) TRULITE GLASS & ALUMINUM SOLUTIONS | www.trulite.com | 800.432.8132 Deflections have been calculated using the algebraic sum of the individual Ix-values. Bending stress has been apportioned by relative Ix of the appropriate members. Mullions are assumed to be a single span, simple beam, uniformly loaded and adequately braced against lateral-torsional buckling. All other complex design conditions shall be reviewed by a design professional. Aluminum extrusions shall be 6063-T6 (Fb=15ksi) alloy. A36 steel reinforcement (Fy=21.6ksi) was assumed. Allowable stresses to be derived per Table 2-21 of Aluminum Design Manual, 2010. Deflection limitation of mullions shall be in accordance with AAMA TIR-A11 of L/175 or 3/4” (which ever is less) for spans up to 13’-6” and L/240 + 1/4 for all others where L is equal to the span of mullion. For mullions containing steel reinforcement, the reinforcement is assumed to be installed for the full length of the mullion. A design professional shall be consulted for instances where steel reinforcement is installed for a partial length of the mullion span. Windload pressure determinations shall be per the 2012 IBC and ASCE 7-10 (nominal loads) and according to local governing codes. A professional engineer shall be consulted for the most current laws and local building codes. Selection of perimeter fasteners and attachment of glazing system to the building structure are project specific and therefore shall be reviewed and determined by a design professional. Trulite assumes no responsibility for selecting the appropriate systems for specific projects. WINDLOAD CHARTS A = 15 P.S.F. B = 20 P.S.F. C = 25 P.S.F. D = 30 P.S.F. E = 40 P.S.F. F = 60 P.S.F. CG451 SERIES DESCRIPTION: 2” x 4 1/2” CENTER GLAZED SYSTEM CATEGORY: STOREFRONT SCALE: NTS 13 13 12 12 11 11 A 10 B 9 MULLION HEIGHT (Feet) MULLION HEIGHT (Feet) 10 C 8 D 7 E 6 F 5 4 9 B 7 C D CG451-13 + 13 3 4 5 6 7 8 Ix = 4.123 in4 Sx = 1.332 in 3 0 3 MULLION SPACING (Feet) 4 5 6 7 8 MULLION SPACING (Feet) 13 13 12 12 11 11 A MULLION HEIGHT (Feet) B 9 C D 8 E 7 F 6 A 10 10 MULLION HEIGHT (Feet) Ix = 1.711 in4 Sx = 0.919 in 3 1 0 5 4 B C 9 D 8 E 7 F 6 5 4 3 3 CG451-16 + 5 2 CG451-32 + 33 2 Ix = 5.002 in4 Sx = 2.076 in 3 1 1 0 3 4 5 6 7 MULLION SPACING (Feet) RELEASE 08.2014 CG451-14 + 15 2 1 F 5 3 2 E 6 4 3 A 8 8 Ix = 4.497 in4 Sx = 1.879 in 3 0 3 4 5 6 7 8 MULLION SPACING (Feet) TRULITE GLASS & ALUMINUM SOLUTIONS | www.trulite.com | 800.432.8132 Deflections have been calculated using the algebraic sum of the individual Ix-values. Bending stress has been apportioned by relative Ix of the appropriate members. Mullions are assumed to be a single span, simple beam, uniformly loaded and adequately braced against lateral-torsional buckling. All other complex design conditions shall be reviewed by a design professional. Aluminum extrusions shall be 6063-T6 (Fb=15ksi) alloy. A36 steel reinforcement (Fy=21.6ksi) was assumed. Allowable stresses to be derived per Table 2-21 of Aluminum Design Manual, 2010. Deflection limitation of mullions shall be in accordance with AAMA TIR-A11 of L/175 or 3/4” (which ever is less) for spans up to 13’-6” and L/240 + 1/4 for all others where L is equal to the span of mullion. For mullions containing steel reinforcement, the reinforcement is assumed to be installed for the full length of the mullion. A design professional shall be consulted for instances where steel reinforcement is installed for a partial length of the mullion span. Windload pressure determinations shall be per the 2012 IBC and ASCE 7-10 (nominal loads) and according to local governing codes. A professional engineer shall be consulted for the most current laws and local building codes. Selection of perimeter fasteners and attachment of glazing system to the building structure are project specific and therefore shall be reviewed and determined by a design professional. Trulite assumes no responsibility for selecting the appropriate systems for specific projects. WINDLOAD CHARTS A = 15 P.S.F. B = 20 P.S.F. C = 25 P.S.F. D = 30 P.S.F. E = 40 P.S.F. F = 60 P.S.F. CG451 SERIES DESCRIPTION: 2” x 4 1/2” CENTER GLAZED SYSTEM CATEGORY: STOREFRONT SCALE: NTS 13 13 12 12 11 11 A 10 B 9 MULLION SPACING (Feet) MULLION SPACING (Feet) 10 C D 8 E 7 F 6 5 4 CG451-8 + 9 3 2 4 Ix = 4.240 in Sx = 1.845 in 3 1 0 A B 9 C 8 D E 7 F 6 5 4 3 CG451-9 + 9 2 Ix = 4.186 in4 Sx = 1.833 in 3 1 0 3 4 5 6 7 8 3 4 5 6 7 8 MULLION SPACING (Feet) MULLION SPACING (Feet) 13 12 11 MULLION HEIGHT (FEET) 10 A 9 B 8 C D 7 E 6 F 5 4 3 DF451-8 + CG451-5 2 Ix = 3.249 in4 Sx = 1.476 in 3 1 0 3 4 5 6 7 8 MULLION SPACING (FEET) RELEASE 08.2014 TRULITE GLASS & ALUMINUM SOLUTIONS | www.trulite.com | 800.432.8132 Deflections have been calculated using the algebraic sum of the individual Ix-values. Bending stress has been apportioned by relative Ix of the appropriate members. Mullions are assumed to be a single span, simple beam, uniformly loaded and adequately braced against lateral-torsional buckling. All other complex design conditions shall be reviewed by a design professional. Aluminum extrusions shall be 6063-T6 (Fb=15ksi) alloy. A36 steel reinforcement (Fy=21.6ksi) was assumed. Allowable stresses to be derived per Table 2-21 of Aluminum Design Manual, 2010. Deflection limitation of mullions shall be in accordance with AAMA TIR-A11 of L/175 or 3/4” (which ever is less) for spans up to 13’-6” and L/240 + 1/4 for all others where L is equal to the span of mullion. For mullions containing steel reinforcement, the reinforcement is assumed to be installed for the full length of the mullion. A design professional shall be consulted for instances where steel reinforcement is installed for a partial length of the mullion span. Windload pressure determinations shall be per the 2012 IBC and ASCE 7-10 (nominal loads) and according to local governing codes. A professional engineer shall be consulted for the most current laws and local building codes. Selection of perimeter fasteners and attachment of glazing system to the building structure are project specific and therefore shall be reviewed and determined by a design professional. Trulite assumes no responsibility for selecting the appropriate systems for specific projects.
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