Windload Charts Ti Beam (3)-T500 - Arcadia Inc

As of: 01/11/19FRAMING-ARCADIA-TI BEAM (3)-T500-WINDLOAD.pdf

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Ti Beam (3)-T500 3" X 9 1/4" With 1" Glass

Structural Silicone Glazed (SSG) Design Criteria N.T.S. 1 5

TSAX4

MULL

ION

HEIG

HT IN

FEE

T

MULLION SPACING IN FEET

A

B

E

CD

MULL

ION

HEIG

HT IN

FEE

TMULLION SPACING IN FEET

A

B

E

CD

MULL

ION

HEIG

HT IN

FEE

T


A = 16 P.S.F. (766 Pa)B = 20 P.S.F. (958 Pa)C = 25 P.S.F. (1197 Pa)D = 30 P.S.F. (1436 Pa)E = 40 P.S.F. (1915 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 shallbe reviewed by Arcadia or a design professional.

· Aluminum extrusions shall be 6063-T6 alloy. Allowable stresses to be derived per Aluminum Design Manual. Deflection limitation of mullions shall be in accordance with AAMATIR-A11 of L/175 for spans up to 13’-6” and L/240 + 1/4” for all others where L is equal to the span of mullion.

· A design professional shall be consulted to confirm that no lite of glass deflects more than H/175 or 3/4”, whichever is less, where H indicates the height of glass.· 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 ASCE 7 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.

I = 19.106 IN 4

3S = 7.585 INI = 25.621 IN 4

3S = 14.329 IN

MULL

ION

HEIG

HT IN

FEE

T


A

B

E

C

D

TSAX4 WITHSTEEL REINFORCEMENT

3/4" X 3 5/16" BAR

A

B

E

C

D

I = 57.960 IN 4

3S = 14.329 IN

TSAX3 TSAX3 WITHSTEEL REINFORCEMENT

3/4" X 6 5/16" BAR

I = 103.08 IN 4


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Windload Charts


I = 97.510 IN 4

3S = 19.27 IN

MULL

ION

HEIG

HT IN

FEE

T


F

G

K

HJ






MULL

ION

HEIG

HT IN

FEE


F

G

K

HJ

I = 193.02 IN 4

3S = 31.815 IN

TSAX9TSAX8

F = 30 P.S.F. (1436 Pa)G = 35 P.S.F. (1676 Pa)H = 40 P.S.F. (1915 Pa)J = 45 P.S.F. (2155 Pa)K = 50 P.S.F. (1394 Pa)


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Windload Charts








TSAX10

MULL

ION

HEIG

HT IN

FEE

T


AB

E

CD

I = 14.010 IN 4

3S = 4.182 IN

MULL

ION

HEIG

HT IN

FEE


A

B

E

CD

I = 22.567 IN


3/4" X 3 5/8" BAR

4

TSAX10 MOD.

MULL

ION

HEIG

HT IN

FEE

T


AB

E

CD

I = 12.122 IN 4

3S = 3.873 IN

MULL

ION

HEIG

HT IN

FEE

T


A

B

E

CD

I = 20.675 IN

TSAX10 MOD. WITHSTEEL REINFORCEMENT

3/4" X 3 5/8" BAR

4


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Windload Charts


TSAX7

I = 42.689 IN 4

3S = 8.265 IN

MULL

ION

HEIG

HT IN

FEE

T

MULLION SPACING IN FEETMU

LLIO

N HE

IGHT

IN F

EET


A

B

E

C

D

A

B

E

C

D

I = 94.837 IN 4


3/4" X 6 5/8" BAR· 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 Aluminum Design Manual. Deflection limitation of mullions shall be in accordance with AAMA

TIR-A11 of L/175 for spans up to 13’-6” and L/240 + 1/4” for all others where L is equal to the span of mullion.· A design professional shall be consulted to confirm that no lite of glass deflects more than H/175 or 3/4”, whichever is less, where H indicates the height of glass.· 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



TSAX7 MOD.

I = 38.270 IN 4

3S = 7.839 IN

MULL

ION

HEIG

HT IN

FEE

T


MULL

ION

HEIG

HT IN

FEE

T


A

B

E

C

D

A

B

E

CD

I = 90.418 IN 4


3/4" X 6 5/8" BAR


MULL

ION

HEIG

HT IN

FEE

T


A

B

E

C

D

MULL

ION

HEIG

HT IN

FEE


A

B

E

C

D

I = 63.564 IN 4

3S = 12.849 IN

TSAX6

I = 115.71 IN 4


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Windload Charts








MULL

ION

HEIG

HT IN

FEE

T


A

B

E

C

D

MULL

ION

HEIG

HT IN

FEE

T


A

B

E

C

D

I = 56.495 IN 4

3S = 13.956 IN

TSAX6 MOD.

I = 108.64 IN 4


3/4" X 6 5/8" BAR


3/4" X 6 5/8" BAR

As of: 01/11/19FRAMING-ARCADIA-TI BEAM (3)-T500-DEADLOAD.pdf

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Detail:OFSHEET

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Structural Silicone Glazed (SSG) Design Criteria N.T.S. 1 1Deadload Charts for 1" Glass

I = 0.850 IN4

CURVE REPRESENTATION

3S = 0.531 IN

GLAS

S HE

IGHT

IN F

EET

MULLION WIDTH IN FEET TSAX11 - 1" GLASS

A (- - - -) = 1/8 PTS.B (------) = 1/4 PTS.

A

B

Deadload Charts

I = 1.131 IN4

3S = 0.683 IN

A

B

TSAX12 - 1" GLASS

TSAX5 - 1" GLASS

I = 1.084 IN4

3S = 0.654 IN

A

B

Documents

Windload Charts Ti Beam (3)-T500 - Arcadia Inc