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APRIL 2012 Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.com
20 PSF2530
40
50
10
11
12
13
14
15
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 8
20 PSF
25
30
40
50
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 8
20 PSF
25
30
40
50
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 8
7
8
9
1Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 2012
I = 4.801S = 1.806
WW-400
RS-22 SteelI = 1.665S = 0.935
I = 4.801S = 1.806
WW-400
I = 4.801S = 1.806
WW-400
RS-22 SteelI = 1.665S = 0.935
RS-21 SteelI = 1.038S = 0.692
5
6
10
11
12
13
14
15
7
8
9
5
6
10
11
12
13
14
15
7
8
9
5
6
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).
For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance.
TM
RELIANCE CURTAIN WALL - 1" SYSTEM - WIND LOAD CHARTSTM
20 PSF
2530
4050
10
11
12
13
14
15
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 8
20 PSF
25
30
40
50
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 8
20 PSF
25
30
40
50
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 8
7
8
9
2Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 2012
5
6
10
11
12
13
14
15
7
8
9
5
6
10
11
12
13
14
15
I = 7.240S = 2.731
WW-410
RS-23 SteelI = 1.707S = 0.999
I = 7.240S = 2.731
WW-410
RS-23 SteelI = 1.707S = 0.999
RS-21 SteelI = 1.038S = 0.692
I = 7.240S = 2.731
WW-410
16
17
18
19
20
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).
For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance.
TM
RELIANCE CURTAIN WALL - 1" SYSTEM - WIND LOAD CHARTSTM
20 PSF2530
4050
10
11
12
13
14
15
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 8
20 PSF
25
30
40
50
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 8
20 PSF
2530
40
50
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 8
7
8
9
3Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 2012
5
6
10
11
12
13
14
15
7
8
9
5
6RS-23 SteelI = 1.707S = 0.999
WW-404
I = 4.328S = 2.123
RS-21 SteelI = 1.038S = 0.692
RS-23 SteelI = 1.707S = 0.999
WW-404
I = 4.328S = 2.123
I = 4.328S = 2.123
WW-404
10
11
12
13
14
15
0
7
8
9
5
6
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).
For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance.
TM
RELIANCE CURTAIN WALL - 1" SYSTEM - WIND LOAD CHARTSTM
4Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 2012
I = 4.801S = 1.806
WW-400
I = 4.328S = 2.123
WW-404
I = 7.240S = 2.731
WW-410
EQ
UA
L
MU
LLIO
N H
EIG
HT
EQ
UA
L
EQ
UA
L
MU
LLIO
N H
EIG
HT
EQ
UA
L
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).
For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance.
TM
RELIANCE CURTAIN WALL - 1" SYSTEM - WIND LOAD CHARTSTM
20 PSF
2530
40
50
10
11
12
13
14
15
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 8
20 PSF
25
30
40
50M
ullio
n H
eigh
t (Fe
et)
10 432 5 6Mullion Spacing (Feet)
7 8
20 PSF
25
30
40
50
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 8
5Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 2012
0
20 PSF
25
30
40
50
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 80
I = 8.526S = 2.557
WW-500
RS-19 SteelI = 3.117S = 1.295
WW-500
I = 8.526S = 2.557
WW-500
PP-16 SteelI = 2.389S = 1.124
I = 8.526S = 2.557
RS-19 SteelI = 3.117S = 1.295
WW-500
PP-16 SteelI = 2.389S = 1.124
I = 8.526S = 2.557
RS-19 SteelI = 3.117S = 1.295
PP-17 SteelI = 1.602S = 0.854
16
17
18
10
11
12
13
14
15
16
17
18
19
20
10
11
12
13
14
15
16
17
18
19
20
8
9
10
11
12
13
14
15
16
17
18
8
9
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).
For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance.
TM
RELIANCE CURTAIN WALL - 1" SYSTEM - WIND LOAD CHARTSTM
20 PSF
2530
4050
10
16
17
18
19
20
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 8
20 PSF
25
30
40
50M
ullio
n H
eigh
t (Fe
et)
10 432 5 6Mullion Spacing (Feet)
7 8
20 PSF
25
30
40
50
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 8
6Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 2012
11
12
13
14
15
0
20 PSF
25
30
40
50
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 80
I = 12.735S = 3.790
WW-510
RS-18 SteelI = 3.549S = 1.514
I = 12.735S = 3.790
WW-510
PP-16 SteelI = 2.389S = 1.124
WW-510
RS-18 SteelI = 3.549S = 1.514
I = 12.735S = 3.790
Mullion Spacing (Feet)PP-16 SteelI = 2.389S = 1.124
PP-17 SteelI = 1.602S = 0.854
WW-510
RS-18 SteelI = 3.549S = 1.514
I = 12.735S = 3.790
10
16
17
18
19
20
11
12
13
14
15
10
16
17
18
19
20
11
12
13
14
15
10
16
17
18
19
20
11
12
13
14
15
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).
For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance.
TM
RELIANCE CURTAIN WALL - 1" SYSTEM - WIND LOAD CHARTSTM
20 PSF
2530
4050
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 8
20 PSF
25
30
40
50M
ullio
n H
eigh
t (Fe
et)
10 432 5 6Mullion Spacing (Feet)
7 8
20 PSF
25
30
40
50
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 8
7Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 2012
10
11
12
13
14
15
0
20 PSF
25
30
40
50
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 80Mullion Spacing (Feet)
I = 8.177S = 3.076
WW-504
PP-16 SteelI = 2.389S = 1.124
RS-18 SteelI = 3.549S = 1.514
I = 8.177S = 3.076
WW-504
RS-18 SteelI = 3.549S = 1.514
I = 8.177S = 3.076
WW-504
PP-16 SteelI = 2.389S = 1.124
PP-17 SteelI = 1.602S = 0.854
RS-18 SteelI = 3.549S = 1.514
I = 8.177S = 3.076
WW-504
16
17
18
19
20
10
11
12
13
14
15
16
17
18
19
20
10
11
12
13
14
15
16
17
18
8
9
10
11
12
13
14
15
16
17
18
8
9
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).
For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance.
TM
RELIANCE CURTAIN WALL - 1" SYSTEM - WIND LOAD CHARTSTM
8Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 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).
For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance.
TM
RELIANCE CURTAIN WALL - 1" SYSTEM - WIND LOAD CHARTSTM
23
16
17
18
19
20
21
22
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 8
24
25
26
I = 48.905S = 9.625
WW-800
WW-201 Alum I-BeamI = 33.794S = 8.619
I = 48.905S = 9.625
WW-800
I = 48.905S = 9.625
WW-800
I = 48.905S = 9.625
WW-800
WW-201 Alum I-BeamI = 33.794S = 8.619
RS-20 SteelI = 6.932S = 2.520
WW-201 Alum I-BeamI = 33.794S = 8.619
RS-20 SteelI = 6.932S = 2.520
RS-20 SteelI = 6.932S = 2.520
23
16
17
18
19
20
21
22
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 8
24
25
26
23
16
17
18
19
20
21
22
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 8
24
25
26
23
16
17
18
19
20
21
22
Mul
lion
Hei
ght (
Feet
)10 432 5 6
Mullion Spacing (Feet)7 8
24
25
26
27
28
27
28
27
28
27
28
25
30
40
20 PSF
50
25
30
40
20 PSF
50
25
30
40
20 PSF
50
25
30
40
20 PSF
50
9Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 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).
For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance. TM
RELIANCE CURTAIN WALL - 1" SYSTEM - WIND LOAD CHARTSTM
23
16
17
18
19
20
21
22
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 8
24
25
I = 31.06S = 6.583
WW-810
WW-209 Alum I-BeamI = 43.642S = 11.235
RS-20 SteelI = 6.932S = 2.520
RS-20 SteelI = 6.932S = 2.520
RS-20 SteelI = 6.932S = 2.520
23
16
17
18
19
20
21
22
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 8
24
25
26
23
16
17
18
19
20
21
22
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 8
24
25
26
23
16
17
18
19
20
21
22
Mul
lion
Hei
ght (
Feet
)10 432 5 6
Mullion Spacing (Feet)7 8
24
25
26
27
28
27
28
27
28
25
30
40
20 PSF
50
25
30
40
20 PSF
50
25
30
40
20 PSF
50
25
30
40
20 PSF
50
I = 31.06S = 6.583
WW-810
I = 31.06S = 6.583
WW-810
I = 31.06S = 6.583
WW-810
WW-209 Alum I-BeamI = 43.642S = 11.235
WW-209 Alum I-BeamI = 43.642S = 11.235
13
14
15
10Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 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).
For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance.
TM
RELIANCE CURTAIN WALL - 1" SYSTEM - WIND LOAD CHARTSTM
20 PSF
25
30
40
50
23
16
17
18
19
20
21
22
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 8
24
25
I = 35.545S = 8.441
WW-804
WW-201 Alum I-BeamI = 33.794S = 8.619
WW-804
WW-201 Alum I-BeamI = 33.794S = 8.619
RS-20 SteelI = 6.932S = 2.773
WW-201 Alum I-BeamI = 33.794S = 8.619
RS-20 SteelI = 6.932S = 2.773
RS-20 SteelI = 6.932S = 2.773
23
16
17
18
19
20
21
22
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 8
24
25
26
23
16
17
18
19
20
21
22
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 8
24
25
26
23
16
17
18
19
20
21
22
Mul
lion
Hei
ght (
Feet
)10 432 5 6
Mullion Spacing (Feet)7 8
24
25
26
27
28
27
28
27
28
I = 35.545S = 8.441
I = 35.545S = 8.441
WW-804WW-804
I = 35.545S = 8.441
13
14
15
20 PSF
25
30
40
50
20 PSF
25
30
40
50
20 PSF
25
30
40
50
11Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 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).
For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance.
TM
RELIANCE CURTAIN WALL - 1" SYSTEM - WIND LOAD CHARTSTM
20 PSF2530
40
50
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 8
20 PSF
25
30
40
50
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 8
20 PSF
25
30
40
50Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 8
12Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 2012
0
10
11
12
13
14
15
8
9
I = 3.807S = 1.567
WW-450
RS-22 SteelI = 1.665S = 0.935
RS-22 SteelI = 1.665S = 0.935
RS-21 SteelI = 1.038S = 0.692
WW-450
WW-450
I = 3.807S = 1.567
I = 3.807S = 1.567
7
5
6
10
11
12
13
14
15
8
9
7
5
6
10
11
12
13
14
15
8
9
7
5
6
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).
For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance.
TM
RELIANCE CURTAIN WALL - 1/4" SYSTEM - WIND LOAD CHARTSTM
20 PSF
2530
4050
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 8
20 PSF
25
30
40
50Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 8
20 PSF
25
30
40
50
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 8
13Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 2012
0
10
11
12
13
14
15
8
9
7
5
6
10
11
12
13
14
15
8
9
7
5
6
10
11
12
13
14
15
8
9
7
5
6
I = 5.692S = 2.415
WW-460
RS-23 SteelI = 1.707S = 0.999
RS-21 SteelI = 1.038S = 0.692
RS-23 SteelI = 1.707S = 0.999
I = 5.692S = 2.415
WW-460
I = 5.692S = 2.415
WW-460
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).
For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance.
TM
RELIANCE CURTAIN WALL - 1/4" SYSTEM - WIND LOAD CHARTSTM
14Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 2012
I = 4.328S = 2.123
WW-404
EQ
UA
L
MU
LLIO
N H
EIG
HT
EQ
UA
L
I = 3.807S = 1.567
WW-450
I = 5.692S = 2.415
WW-460
EQ
UA
L
MU
LLIO
N H
EIG
HT
EQ
UA
L
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).
For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance.
TM
RELIANCE CURTAIN WALL - 1/4" SYSTEM - WIND LOAD CHARTSTM
20 PSF
2530
40
50
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 8
20 PSF
25
30
40
50M
ullio
n H
eigh
t (Fe
et)
10 432 5 6Mullion Spacing (Feet)
7 8
20 PSF
25
30
40
50
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 8
15Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 2012
0
10
11
12
13
14
15
8
9
7
10
11
12
13
14
15
I = 7.092S = 2.287
WW-550
I = 7.092S = 2.287
WW-550
RS-19 SteelI = 3.117S = 1.295
I = 7.092S = 2.287
WW-550
RS-19 SteelI = 3.117S = 1.295PP-16 SteelI = 2.389S = 1.124
20 PSF
25
30
40
50
10 432 5 6Mullion Spacing (Feet)
7 80
I = 7.092S = 2.287
WW-550
RS-19 SteelI = 3.117S = 1.295PP-16 SteelI = 2.389S = 1.124PP-17 SteelI = 1.602S = 0.854
16
17
10
11
12
13
14
15
8
9
7
16
17
16
17
18
19
20
10
11
12
13
14
15
16
17
18
19
20
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).
For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance.
TM
RELIANCE CURTAIN WALL - 1/4" SYSTEM - WIND LOAD CHARTSTM
20 PSF
2530
40
50
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 8
20 PSF
25
30
40
50
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 8
20 PSF
25
30
40
50
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 8
16Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 2012
0
10
11
12
13
14
15
8
9
10
11
12
13
14
15
20 PSF
25
30
40
50
10 432 5 6Mullion Spacing (Feet)
7 80
16
17
10
11
12
13
14
15
8
9
16
17
16
17
18
19
20
10
11
12
13
14
15
16
17
18
19
20
I = 10.413S = 3.431
WW-560
I = 10.413S = 3.431
WW-560
RS-18 SteelI = 3.549S = 1.514
I = 10.413S = 3.431
WW-560
RS-18 SteelI = 3.549S = 1.514PP-16 SteelI = 2.389
S = 1.124
I = 10.413S = 3.431
WW-560
RS-18 SteelI = 3.549S = 1.514PP-16 SteelI = 2.389S = 1.124PP-17 SteelI = 1.602S = 0.854
18 18
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).
For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance.
TM
RELIANCE CURTAIN WALL - 1/4" SYSTEM - WIND LOAD CHARTSTM
17Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 2012
I = 7.092S = 2.287
WW-550
I = 10.413S = 3.431
WW-560
EQ
UA
L
MU
LLIO
N H
EIG
HT
EQ
UA
L
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).
For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance.
TM
RELIANCE CURTAIN WALL - 1/4" SYSTEM - WIND LOAD CHARTSTM
20 PSF
25
30
40
50
23
16
17
18
19
20
21
22
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 8
24
25
23
16
17
18
19
20
21
22
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 8
24
25
26
23
16
17
18
19
20
21
22
Mul
lion
Hei
ght (
Feet
)
10 432 5 6Mullion Spacing (Feet)
7 8
24
25
26
23
16
17
18
19
20
21
22
Mul
lion
Hei
ght (
Feet
)10 432 5 6
Mullion Spacing (Feet)7 8
24
25
26
27
28
27
28
27
28
13
14
15
20 PSF
25
30
40
50
20 PSF
25
30
40
50
20 PSF
25
30
40
50
18Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 2012
I = 40.498S = 8.915
WW-850
WW-201 Alum I-BeamI = 33.794S = 8.619
RS-20 SteelI = 6.932S = 2.773
I = 40.498S = 8.915
WW-850
WW-201 Alum I-BeamI = 33.794S = 8.619
I = 40.498S = 8.915
WW-850
WW-201 Alum I-BeamI = 33.794S = 8.619
RS-20 SteelI = 6.932S = 2.773
RS-20 SteelI = 6.932S = 2.773
I = 40.498S = 8.915
WW-850
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).
For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance.
TM
RELIANCE CURTAIN WALL - 1/4" SYSTEM - WIND LOAD CHARTSTM
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)
19Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 2012
1/4 POINT
I = 1.340S = 1.072
WW-400
I = 1.681S = 1.345
WW-500
RELIANCE CURTAIN WALL - 1" SYSTEM - DEAD LOAD CHARTSTM
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.
For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance.
TM
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)
20Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 2012
1/4 POINT
I = 1.340S = 1.072
WW-432/WW-433
I = 1.681S = 1.345
RELIANCE CURTAIN WALL - 1" SYSTEM - DEAD LOAD CHARTSTM
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.
For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance.
TM
WW-532/WW-533
1/8 POINT
0 1 2 3 4 5 6 7 80
1
2
3
4
5
6
7
8
9
10
1/4 POINTGla
ss H
eigh
t (Fe
et)
Glass Width (Feet)
21Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 2012
RELIANCE CURTAIN WALL - 1" SYSTEM - DEAD LOAD CHARTSTM
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.
For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance.
TM
I = 3.450S = 2.760
WW-810
11
12
13
14
15
9 10
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)
22Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 2012
1/4 POINT
RELIANCE CURTAIN WALL - 1/4" SYSTEM - DEAD LOAD CHARTSTM
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 for1/4" thick glass (3.25 PSF) supported on two setting blocks at 1/4 or 1/8 point loading locations.
For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance.
TM
I = 1.333S = 1.067
WW-450
I = 1.674S = 1.339
WW-550
9 10
9 10
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)
23Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 2012
1/4 POINT
RELIANCE CURTAIN WALL - 1/4" SYSTEM - DEAD LOAD CHARTSTM
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 for1/4" thick glass (3.25 PSF) supported on two setting blocks at 1/4 or 1/8 point loading locations.
For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance.
TM
I = 0.748S = 0.461
WW-482
I = 0.822S = 0.483
WW-582
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
Gla
ss H
eigh
t (Fe
et)
Glass Width (Feet)
24Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 2012
RELIANCE CURTAIN WALL - 1/4" SYSTEM - DEAD LOAD CHARTSTM
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 for1/4" thick insulating glass (3.25 PSF) supported on two setting blocks at 1/4 or 1/8 point loading locations.
For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance.
TM
11
12
13
14
15
9 10
I = 4.554S = 3.644
WW-850