ASTM E1300 09a Example 6: Triple glazed unit, 1/8, 3/32 and 1/8 in annealed lites

Find the load resistance of a vertical triple glazed window of 39.37 by 59.06 in with 1/8 in, 3/32 in and 1/8 in annealed lites under a 31.33 psf short duration load.

Inputs

Long dimension, a
59.06 in
Short dimension, b
39.37 in
Construction
Insulating, triple
Lite 1
1/8 in AN
Lite 2
3/32 in AN
Lite 3
1/8 in AN
Load share form
LS multipliers
Unit type
Triple glazed
Glass type
Annealed (AN)
Load duration
Short (3 second)
Design load, p
31.33 psf
Allowable deflection, w_allow
b/100

Insulating glass

Construction
Insulating glass, triple glazed unit of monolithic lites
Lite 1
1/8 in, annealed (AN)
Lite 1 thickness used
0.115 in (Table 4 minimum)
Lite 2
3/32 in, annealed (AN)
Lite 2 thickness used
0.085 in (Table 4 minimum)
Lite 3
1/8 in, annealed (AN)
Lite 3 thickness used
0.115 in (Table 4 minimum)

Calculations

Support
Four sides, triple glazed insulating glass
Long dimension, a
59.06 in
Short dimension, b
39.37 in
Non factored load (NFL)
27.95 psf
Glass type factor (GTF)
0.81
Load resistance (LR)
54.44 psf
Lite 1: 1/8 in, annealed (AN)
Non factored load (NFL)
27.95 psf, E1300 chart
Glass type factor (GTF)
0.81
Load share LS
2.40, equation
Load resistance of the lite (LR)
54.44 psf, governs the unit
Share of the design load (p·LSF)
13.03 psf
Load times area squared at the share, (p·LSF)·A²
3.40 kip·ft²
Deflection of the lite, w
0.475 in, Appendix X2
p̂, x = ln(ln p̂) (at the share of the load)
269.26, 1.72
Modulus of elasticity, E
10,400 ksi
r0, r1, r2 (X2, R capped at 5)
−3.02, 2.27, 0.18
Lite 2: 3/32 in, annealed (AN)
Non factored load (NFL)
18.12 psf, E1300 chart
Glass type factor (GTF)
0.81
Load share LS
5.94, equation
Load resistance of the lite (LR)
87.18 psf
Share of the design load (p·LSF)
5.27 psf
Load times area squared at the share, (p·LSF)·A²
1.37 kip·ft²
Deflection of the lite, w
0.409 in, Appendix X2
p̂, x = ln(ln p̂) (at the share of the load)
364.00, 1.77
Modulus of elasticity, E
10,400 ksi
r0, r1, r2 (X2, R capped at 5)
−3.02, 2.27, 0.18
Lite 3: 1/8 in, annealed (AN)
Non factored load (NFL)
27.95 psf, E1300 chart
Glass type factor (GTF)
0.81
Load share LS
2.40, equation
Load resistance of the lite (LR)
54.44 psf
Share of the design load (p·LSF)
13.03 psf
Load times area squared at the share, (p·LSF)·A²
3.40 kip·ft²
Deflection of the lite, w
0.475 in, Appendix X2
p̂, x = ln(ln p̂) (at the share of the load)
269.26, 1.72
Modulus of elasticity, E
10,400 ksi
r0, r1, r2 (X2, R capped at 5)
−3.02, 2.27, 0.18
E1300 procedure
E1300 09a 6.15, triple glazed insulating glass, four sides
Glass type factors
E1300 09a Table 7, AN, short duration
Load share source
E1300 09a 6.15.3, t cubed of each lite over the sum
Thickness cubed of each lite
0.002 in³, 0.00061 in³, 0.002 in³
Aspect ratio, AR
1.50
Load times area squared, whole unit, p·A²
8.17 kip·ft²
Governing lite
Lite 1, load resistance 54.44 psf
Largest lite deflection, w (Lite 1)
0.48 in
Allowable deflection
w_allow = b/100 = 39.37/100 = 0.39 in
Deflection to thickness ratio, w/t
4.13

Load share, LS multipliers: E1300 load share equation, E1300 09a 6.15.3. This is the E1300 value.

Lite 1 non factored load (NFL): E1300 chart, E1300 09a Fig A1.3. This is the E1300 value.

Lite 1 deflection: E1300 Appendix X2. E1300 gives no deflection method for insulating glass.

Lite 2 non factored load (NFL): E1300 chart, E1300 09a Fig A1.1. This is the E1300 value.

Lite 2 deflection: E1300 Appendix X2. E1300 gives no deflection method for insulating glass.

Lite 3 non factored load (NFL): E1300 chart, E1300 09a Fig A1.3. This is the E1300 value.

Lite 3 deflection: E1300 Appendix X2. E1300 gives no deflection method for insulating glass.

Non factored load (NFL) chart
05010001000200030000255075010002000Long dimension, a (in)Long dimension, a (mm)Short dimension, b (in)Short dimension, b (mm)15.720.931.383.5209NFL = 27.95 psf

Contours: NFL in psf, labelled on the chart. 1/8 in glass, four sides simply supported, 3 second load.

Glass sizes where the NFL is above 210 psf, result outside the scope of ASTM E1300.

Deflection chart
05100240.00.20.40.6051015Load times area squared, p·A² (kip·ft²)Load times area squared, p·A² (kN·m²)Deflection, w (in)Deflection, w (mm)AR 1AR 2AR 3AR 4AR 5w = 0.48 in

Curves: center of glass deflection w for aspect ratio (AR) 1 to 5; highlighted: this aspect ratio.

Non factored load (NFL) chart, Lite 2
05010001000200030000204060050010001500Long dimension, a (in)Long dimension, a (mm)Short dimension, b (in)Short dimension, b (mm)15.720.941.862.7146NFL = 18.12 psf

Contours: NFL in psf, labelled on the chart. 3/32 in glass, four sides simply supported, 3 second load.

Glass sizes where the NFL is above 210 psf, result outside the scope of ASTM E1300.

Deflection chart, Lite 2
0240.00.51.01.50.00.20.40510Load times area squared, p·A² (kip·ft²)Load times area squared, p·A² (kN·m²)Deflection, w (in)Deflection, w (mm)AR 1AR 2AR 3AR 4AR 5w = 0.41 in

Curves: center of glass deflection w for aspect ratio (AR) 1 to 5; highlighted: this aspect ratio.

Point at the share of the load on this lite, (p·LSF)·A².

Redrawn by GlassLoad.com based on the ASTM E1300 09a Figure A1.3 printed chart; results vary by about 22.2 percent.

Redrawn by GlassLoad.com based on the ASTM E1300 09a Figure A1.1 printed chart; results vary by about 0.8 percent.

Lite 3 is the same as Lite 1.

Outputs

Strength PASS. Deflection FAIL.

Probability of breakage at the design load: not available for insulating glass.

Strength: p = 31.33 psf ≤ LR = 54.44 psf; p/LR = 0.58.

Deflection at CoG: w = 0.48 in > w_allow = 0.39 in (b/100, four edges supported).

CoG: center of glass

GlassLoad.com 54.4 psf, printed 44.5 psf. The standard printed 2.13 kPa. The printed example reads the NFL of the 1/8 in lite as 23.0 psf and of the 3/32 in lite as 14.6 psf from the charts. The calculated values are 28.0 and 18.4 psf, which later editions print.

Notes

W7
E1300 gives no deflection method for IG, so w of each lite is approximate, from Appendix X2 at the share of p that lite carries. Where deflection governs, verify it by an independent method.
W6
No Pb is reported for IG, because E1300 gives Pb of IG only in the analytical procedure of E1300 24 7.3.3, which GlassLoad.com does not run. Where Pb is required, calculate it by that procedure.
W27
Load sharing uses the load share factors LS, which are approximate, and pressure changes in the air space from temperature and altitude are not included. If the unit is at high altitude or sees large temperature changes, check the air space pressure separately.
W29
E1300 recommends a combined air space width of at most 1.00 in for a triple unit. The air spaces are not given, so this is not checked and you should check the combined width yourself.

More examples are on the E1300 09a page and on the examples page. Open the calculator to run your own check.

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ASTM E1300 09a Example 6 worked example | GlassLoad.com