obe.com curves are based on allowable windload stress for T6 aluminum (15,000 psi). A 4/3 increase...

February 2015 Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.com

®

Data is based on deflection limitations in accordance with AAMA TIR-A11 of L/175 up to 13'-6" and L/240 +1/4" above13'-6", with a maximum deflection of 1 1/4". All curves reflect single span conditions, unless noted otherwise.

These curves reflect the limiting value for mullions with horizontals and are based on allowable windload stress for T6aluminum (15,000 psi) and A36 steel (20,000 psi).

A 4/3 increase in allowable stress is not reflected in these curves. For special applications not covered by these curves,please consult your local Oldcastle BuildingEnvelope facility for assistance.

FG-3283FG-3284

FG-3297FG-3284

FG-3326FG-3327

I = 2.643S = 1.017

12

5

6

7

8

9

10

11

Mul

lion

Hei

ght (

Feet

)

10 432 5 6Mullion Spacing (Feet)

15 PSF

2530

40

20

7 8

13

14

15

12

5

6

7

8

9

10

11

Mul

lion

Hei

ght (

Feet

)


7 8

13

14

15

12

5

7

8

9

10

11

Mul

lion

Hei

ght (

Feet

)


7 8

13

14

15

SERIES 3000-MP-FRONT SET STOREFRONT - WINDLOAD CHARTS

FG-3496FG-3282

12

5

6

7

8

9

10

11

Mul

lion

Hei

ght (

Feet

)


7 8

13

14

15

I = 4.213S = 1.707

I = 3.250S = 1.233 I = 5.537

S = 1.903

1Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comFebruary 2015

15 PSF

2530

40

20

15 PSF

2530

40

20

15 PSF

2530

40

20

®




FG-3437

I = 2.909S = 1..225

12

5

6

7

8

9

10

11

Mul

lion

Hei

ght (

Feet

)


15 PSF

2530

40

20

7 8

Mul

lion

Hei

ght (

Feet

)


7 8

SERIES 3000-MP-FRONT SET STOREFRONT - WINDLOAD CHARTS


15 PSF

2530

40

20

FG-3437

I = 0.237S = 0.211

RS-2 STEEL

FG-3333

I = 1.562S = 1.120

Mul

lion

Hei

ght (

Feet

)


15 PSF

253040

20

7 8

Mul

lion

Hei

ght (

Feet

)


7 8

15 PSF

253040

20

FG-3333

I = 0.281S = 0.375

RS-6 STEEL

I = 1.562S = 1.120

I = 2.909S = 1..225

15

13

14

12

5

6

7

8

9

10

11

15

13

14

12

5

6

7

8

9

10

11

15

13

14

12

5

6

7

8

9

10

11

15

13

14

®




FG-3495FG-3514

FG-3595FG-3514

I = 6.044S = 2.576

FG-3328FG-3329

I = 4.100S =1.787

I = 3.328S = 1.479

12

5

6

7

8

9

10

11

Mul

lion

Hei

ght (

Feet

)


7 8

13

14

15

12

5

6

7

8

9

10

11

Mul

lion

Hei

ght (

Feet

)


7 8

13

14

15

12

5

7

8

9

10

11

Mul

lion

Hei

ght (

Feet

)


7 8

13

14

15

SERIES 3000-MP-CENTER SET STOREFRONT - WINDLOAD CHARTS

15 PSF

202530

40

15 PSF

20253040

15 PSF

202530

40

6

FG-3215FG-3215

I = 5.514S = 1.836

12

5

6

7

8

9

10

11

Mul

lion

Hei

ght (

Feet

)


7 8

13

14

15

15 PSF

202530

40


®




FG-3283FG-3284

FG-3297FG-3284

FG-3326FG-3327

SERIES 3000-MP-BACK SET STOREFRONT - WINDLOAD CHARTS

FG-3496FG-3282


12

5

6

7

8

9

10

11

Mul

lion

Hei

ght (

Feet

)


15 PSF

2530

40

20

7 8

13

14

15

12

5

6

7

8

9

10

11

Mul

lion

Hei

ght (

Feet

)


7 8

13

14

15

12

5

7

8

9

10

11

Mul

lion

Hei

ght (

Feet

)


7 8

13

14

15

12

5

6

7

8

9

10

11

Mul

lion

Hei

ght (

Feet

)


7 8

13

14

15

15 PSF

2530

40

20

15 PSF

2530

40

20

15 PSF

2530

40

20

I = 2.643S = 1.017

I = 4.213S = 1.707

I = 3.250S = 1.233 I = 5.537

S = 1.903

®

These curves are based on allowable windload stress for T6 aluminum (15,000 psi).


Data is based on maximum deflection of 1/8" at the center of an intermediate horizontal. All curves are calculated for1" thick insulating glass (6.5 PSF) supported on two setting blocks at 1/4 or 1/8 point loading locations.

1/8 POINT

0 1 2 3 4 5 6 7 80

1

2

3

4

5

6

7

8

9

10

1/4 POINTI = 0.466S = 0.390

FG-3197

1/8 POINT

0 1 2 3 4 5 6 7 80

1

2

3

4

5

6

7

8

9

10

1/4 POINTI = 0.257S = 0.183

FG-3293

Gla

ss H

eigh

t (Fe

et)

Glass Width (Feet)

Gla

ss H

eigh

t (Fe

et)

Glass Width (Feet)

®

SERIES 3000-MP- STOREFRONT - DEADLOAD CHARTS





1/8 POINT

0 1 2 3 4 5 6 7 80

1

2

3

4

5

6

7

8

9

10

1/4 POINTI = 0.285S = 0.210

FG-3294

1/8 POINT

0 1 2 3 4 5 6 7 80

1

2

3

4

5

6

7

8

9

10

1/4 POINTI = 0.202S = 0.151

FG-3334

Gla

ss H

eigh

t (Fe

et)

Glass Width (Feet)

Gla

ss H

eigh

t (Fe

et)

Glass Width (Feet)

®






1/8 POINT

0 1 2 3 4 5 6 7 80

1

2

3

4

5

6

7

8

9

10

1/4 POINTI = 0.869S = 0.794

FG-3155

1/8 POINT

0 1 2 3 4 5 6 7 80

1

2

3

4

5

6

7

8

9

10

1/4 POINTI = 1.153S = 1.085

FG-3160

Gla

ss H

eigh

t (Fe

et)

Glass Width (Feet)

Gla

ss H

eigh

t (Fe

et)

Glass Width (Feet)

®






1/8 POINT

0 1 2 3 4 5 6 7 80

1

2

3

4

5

6

7

8

9

10

1/4 POINTI = 0.420S = 0.298

FG-3196

1/8 POINT

0 1 2 3 4 5 6 7 80

1

2

3

4

5

6

7

8

9

10

1/4 POINTI = 0.829S = 0.741

FG-3287

Gla

ss H

eigh

t (Fe

et)

Glass Width (Feet)

Gla

ss H

eigh

t (Fe

et)

Glass Width (Feet)

®



obe.com curves are based on allowable windload stress for T6 aluminum (15,000 psi). A 4/3 increase...

Documents

Transcript of obe.com curves are based on allowable windload stress for T6 aluminum (15,000 psi). A 4/3 increase...