ASTM E1300 09a Example 9: Deflection with a measured thickness, converted from SI

Find the maximum lateral deflection of a vertical 47.24 by 59.06 by 1/4 in plate under 37.59 psf, with a measured thickness of 0.2205 in.

Inputs

Long dimension, a
59.06 in
Short dimension, b
47.24 in
Nominal thickness
0.236 in
Glass type
Annealed (AN)
Load duration
Short (3 second)
Design load, p
37.59 psf
Allowable deflection, w_allow
b/100
Thickness override
0.221 in
Glass thickness, t
0.221 in
Thickness source
User entered override

Calculations

Glass area, A
19.38 ft²
Aspect ratio, AR
1.25
Load times area squared, p·A²
14.11 kip·ft²
Non factored load (NFL)
51.79 psf
Glass type factor (GTF)
1.00
Load resistance (LR)
51.79 psf
Nondimensional load, p̂ = p·(a·b)²/(E·t⁴)
82.66
Modulus of elasticity, E
10,400 ksi
x = ln(ln p̂)
1.48
r0 (X2, R capped at 5)
−2.69
r1 (X2, R capped at 5)
2.01
r2 (X2, R capped at 5)
0.21
Center of glass deflection, w
0.47 in
Allowable deflection
w_allow = b/100 = 47.24/100 = 0.47 in
Deflection to thickness ratio, w/t
2.11
Load duration in Annex A2 (td)
3 s, (td / 3 s)^(7/16) = 1.00
B (Annex A2, Eq A2.2)
0.002
Pb = 1 − exp(−B)
0.002

NFL and deflection are read for the nominal designation 1/4 in; t = 0.221 in is used only by Appendix X2 and the plate solver.

NFL and deflection: E1300 09a Fig A1.6 chart.

Non factored load (NFL) chart
0501001500200040000501001500100020003000Long dimension, a (in)Long dimension, a (mm)Short dimension, b (in)Short dimension, b (mm)15.720.931.352.2NFL = 51.79 psf

Contours: NFL in psf, labelled on the chart. 1/4 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
05010015002040600.00.51.00102030Load 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 = 0.47 in

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

Redrawn by GlassLoad.com based on the ASTM E1300 09a Figure A1.6 printed chart; results vary by about 2.1 percent.

Outputs

Strength PASS. Deflection PASS.

Probability of breakage at the design load: 1.6 per 1000 (1 in 610).

Strength: p = 37.59 psf ≤ LR = 51.79 psf; p/LR = 0.73.

Deflection at CoG: w = 0.47 in ≤ w_allow = 0.47 in (b/100, four edges supported).

CoG: center of glass

GlassLoad.com 0.47 in, printed 0.48 in. The standard printed 12.2 mm. The printed value is from the polynomial of Appendix X2, computed with E of 70 GPa.

Notes

W3
Thickness override: t is not the nominal thickness. Check that t is the thickness of the glass you will use.
W7
Deflection w is read from the E1300 deflection chart and is approximate. Where deflection governs, verify it by an independent method.
W14
Appendix X3 gives only an approximate method for Pb, for a 60 s load, so the value shown uses the failure model of E1300 24 Annex A2. Treat this Pb as approximate.

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

GlassLoad.com is an independent tool and is not affiliated with ASTM.

ASTM E1300 09a Example 9 worked example | GlassLoad.com