Framing Arcadia AFG7251 Charts

5/19/2018 Framing Arcadia AFG7251 Charts

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As of: 01/16/13FRAMING-ARCADIA-AFG7251-WINDLOAD.pdf

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AFG7251 Series 2 1/2" X 7 1/4" Offset Glazed For

Curtain Wall / StorefrontDesign Criteria

N.T.S. 1

I = 15.029 IN4

3

S = 4.086 IN

I = 26.997 IN4

MO755N MO755N WITH

STEEL REINFORCEM

2" X 5" X 10 GA.

MULLION

HEIGHTIN

FEET

MULLION SPACING IN FEET

A

B

E

B

C

DMULLION

HEIGHTIN

FEET


C

A

E

D

I = 15.625 IN4

3

S = 4.159 IN

I = 27.593 IN4

TH755 TH755 WITH

STEEL REINFORCEM

2" X 5" X 10 GA.

MULLIONH

EIGHTIN

FEET


A

B

E

C

D

MULLIONH

EIGHTIN

FEET


A

B

E

C

D

A = 16 P.S.F. (720 Pa)

B = 20 P.S.F. (720 Pa)

C = 25 P.S.F. (720 Pa)

D = 30 P.S.F. (720 Pa)

E = 40 P.S.F. (720 Pa)

Windload Charts

Mullions are assumed to be single span, simple beam elements, uniformly loaded and adequately braced to prevent lateral-torsional buckling. All other complex design conditions shall

be reviewed by Arcadia or a design professional.

Aluminum extrusions shall be 6063-T6 alloy. Allowable stresses to be derived per Table 2-21 of Aluminum Design Manual, 2010. Deflection limitation of mullions shall be in

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 2009 IBC and ASCE 7-05 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 building structure are project specific and therefore shall be reviewed and determined by a design professional.

Arcadia assumes no responsibility for selecting the appropriate systems for specific projects.

Consult Your Local Arcadia Representative For Special Applications Not Covered By These Curves.


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N.T.S. 2

I = 26.952 IN4

3

S = 7.216 IN

I = 37.227 IN4

TH758 TH758 WITH

STEEL REINFORCEM

2" X 4 11/16" X 10 G

MULLION

HEIGHTIN

FEET


A

B

E

C

D

MULLION

HEIGHTIN

FEET


A

B

E

C

D

I = 12.025 IN4

3

S = 4.132 IN

I = 20.463 IN4

SM765 SM765 WITH

STEEL REINFORCEM

2" X 4 5/16" X 10 GA

MULLIONH

EIGHTIN

FEET


A

B

E

C

DMULLIONH

EIGHTIN

FEET


A

B

E

C

D

A = 16 P.S.F. (720 Pa)

B = 20 P.S.F. (720 Pa)

C = 25 P.S.F. (720 Pa)

D = 30 P.S.F. (720 Pa)

E = 40 P.S.F. (720 Pa)

Windload Charts












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N.T.S. 3

I = 59.186 IN4

3

S = 11.642 IN

TH1058

MULLION

HEIGHTIN

FEET


A

B

E

C

D

A = 16 P.S.F. (720 Pa)

B = 20 P.S.F. (720 Pa)

C = 25 P.S.F. (720 Pa)

D = 30 P.S.F. (720 Pa)

E = 40 P.S.F. (720 Pa)

Windload Charts











Framing Arcadia AFG7251 Charts

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