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Official Journal of the Japan Wood Research Society

Table 2 Comparisons of predicted and observed values at critical points

From: Study on static lateral load–slip behavior of single-shear stapled connections in plywood for upholstered furniture frame construction

Critical load

Model

Eq.

Observed (N)

Predicted (N)

Ratio

Fpl−1

Linear

\(\frac{2L}{L+x}{q}_{\mathrm{pl}}x\)

329.8 (12.9)

347.1

1.05

Fy−1

\(\frac{2L}{L+x}{q}_{\mathrm{y}}x\)

363.4 (12.5)

413.7

1.14

Fpl−2

Yield I

\(\left({q}_{\mathrm{u}}+{q}_{\mathrm{B}}\right)x\)

903.6 (11.1)

871

0.96

Fy−2

Yield II

\(2{q}_{\mathrm{u}}x\)

1056 (11.7)

1152

1.09

Fu

Yield II

\(2{q}_{\mathrm{u}}x+{f}_{\mathrm{u}}/4\)

1276 (10.5)

1375

1.08

Aune [28]

\(2\sqrt{2{q}_{\mathrm{u}}{M}_{\mathrm{y}}}\)

764.6

0.60

Eurocode 5 [29]

\(2*\left({1.15\sqrt{2{f}_{\mathrm{em},\mathrm{ y}}d{M}_{\mathrm{y}}}}\right)+{f}_{\mathrm{u}}/4\)

874.2

0.69

  1. The values in parentheses are coefficient of variance