cdn.obe.com · 2019-07-11 · JUNE 2012 Web Address: Data is based on deflection limitations in...
Transcript of cdn.obe.com · 2019-07-11 · JUNE 2012 Web Address: Data is based on deflection limitations in...
JUNE 2012 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.TM
12
5
6
7
8
9
10
11
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
2530
4050
7 8
13
14
15
20 PSF
ICR-400 / 406
I = 0.954S = 0.814
12
5
6
7
8
9
10
11
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
25304050
7 8
13
14
15
20 PSF
ICR-400 / 406
I = 3.088S = 1.432
RS-28I = 0.320S= 0.330
ICR-404 / 406
I = 0.954S = 0.814
ICR-404 / 406
RS-27I = 0.558S= 0.638
I = 3.088S = 1.432
5
6
7
8
9
10
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 80
1
2
3
4
25304050
20 PSF
5
6
7
8
9
10
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 80
1
2
3
4
25304050
20 PSF
ICR-225 - WINDOW WALL - WINDLOAD CHARTS
1Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comJUNE 2012
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.TM
12
5
6
7
8
9
10
11
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
25304050
7 8
13
14
15
20 PSF
ICR-450
I = 3.172S = 1.476
RS-28I = 0.320S= 0.330
I = 1.087S = 0.911
ICR-454
RS-27I = 0.558S= 0.638
ICR-450
I = 3.172S = 1.476
I = 1.087S = 0.911
ICR-454
12
5
6
7
8
9
10
11
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
25304050
7 8
13
14
15
20 PSF
5
6
7
8
9
10
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 80
1
2
3
4
25304050
20 PSF
5
6
7
8
9
10
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 80
1
2
3
4
25304050
20 PSF
ICR-225 - WINDOW WALL - WINDLOAD CHARTS
2Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comJUNE 2012
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.TM
12
5
7
8
9
10
11
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 8
13
14
15
6
2530
4050
20 PSF
12
5
6
7
8
9
10
11
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
2530
40
50
7 8
13
14
15
20 PSF
ICR-610 / 616
I = 6.606S = 2.184
HP-19I = 0.817S= 0.588
ICR-610 / 616
I = 6.606S = 2.184
ICR-610 / 616
I = 6.606S = 2.184
HP-19I = 0.817S= 0.588
HP-47I = 0.540S= 0.467
12
5
7
8
9
10
11
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 8
13
14
15
6
2530
40
50
20 PSF
ICR-225 - WINDOW WALL - WINDLOAD CHARTS
3Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comJUNE 2012
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.TM
Mul
lion
Hei
ght (
Feet
)
12
5
7
8
9
10
11
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 8
13
14
15
6
2530
40
50
20 PSF
12
5
6
7
8
9
10
11
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
2530
4050
7 8
13
14
15
20 PSF
ICR-624 / 616
I = 2.993S = 1.526
HP-19I = 0.817S= 0.588
HP-47I = 0.540S= 0.467
ICR-624 / 616ICR-624 / 616
I = 2.993S = 1.526
HP-19I = 0.817S= 0.588
I = 2.993S = 1.526
12
5
6
7
8
9
10
11
10 432 5 6Mullion Spacing (Feet)
7 8
13
14
15
25304050
20 PSF
ICR-225 - WINDOW WALL - WINDLOAD CHARTS
4Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comJUNE 2012
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.TM
Mullion Spacing (Feet)
2530
40
50
12
5
7
8
9
10
11
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 8
13
14
15
6
20 PSF
2530
40
50
20 PSF
12
5
6
7
8
9
10
11
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
2530
4050
7 8
13
14
15
20 PSF
ICR-650
I = 6.938S = 2.336
HP-19I = 0.817S= 0.588
HP-47I = 0.540S= 0.467
ICR-650
I = 6.938S = 2.336
HP-19I = 0.817S= 0.588
ICR-650
I = 6.938S = 2.336
12
5
7
8
9
10
11
10 432 5 6Mullion Spacing (Feet)
7 8
13
14
15
6
ICR-225 - WINDOW WALL - WINDLOAD CHARTS
5Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comJUNE 2012
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.TM
12
5
7
8
9
10
11
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 8
13
14
15
ICR-225 - WINDOW WALL - WINDLOAD CHARTS
6Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comJUNE 2012
6
2530
40
50
20 PSF
12
5
6
7
8
9
10
11
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
2530
40
50
7 8
13
14
15
20 PSF
ICR-654
I = 3.676S = 1.877
HP-19I = 0.817S= 0.588
HP-47I = 0.540S= 0.467
ICR-654
I = 3.676S = 1.877
HP-19I = 0.817S= 0.588
ICR-654
I = 3.676S = 1.877
12
5
6
7
8
9
10
11
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 8
13
14
15
25304050
20 PSF
These curves are based on allowable windload stress for T6 aluminum (15,000 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.TM
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 POINT
1/8 POINT
0 1 2 3 4 5 6 7 80
1
2
3
4
5
6
7
8
9
10
Gla
ss H
eigh
t (Fe
et)
Glass Width (Feet)
Gla
ss H
eigh
t (Fe
et)
Glass Width (Feet)
I = 0.375S = 0.237
ICR-412
I = 0.388S = 0.249
ICR-414
I = 0.426S = 0.257
ICR-612
I = 0.443S = 0.277
ICR-614
1/4 POINT
ICR-225 - WINDOW WALL - DEADLOAD CHARTS
7Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comJUNE 2012