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Official Journal of the Japan Wood Research Society

Table 2 Test results of lateral bearing capacity

From: Experimental and nonlinear finite-element analysis study on lateral push resistance of San-dou components perpendicular and parallel to grain in traditional timber buildings

Numbering

Ultimate load (N)

Mean value (N)

Numbering

Ultimate load (N)

Mean value (N)

L-P-1

1663

1677 (2.73)

L-S-1

2222

2318 (2.68)

L-P-2

1682

L-S-2

2368

L-P-3

1699

L-S-3

2385

L-P-4

1700

L-S-4

2346

L-P-5

1731

L-S-5

/

L-P-6

1585

L-S-6

2270

F-P-1

1059

1120 (4.44)

F-S-1

1421

1488 (4.88)

F-P-2

1143

F-S-2

1633

F-P-3

1160

F-S-3

1519

F-P-4

/

F-S-4

1437

F-P-5

1062

F-S-5

1483

F-P-6

1176

F-S-6

1437

  1. The brackets in the table are coefficient of variation, unit: %
  2. Symbol '/' represents premature failure of components
  3. The premature failure means the ultimate load is 15% less than the mean value