XXXVII.] 
KA UR I PINE. 
3 °i 
Table CLXIII.—Kauri (New Zealand). 
Transverse Experiments. — Top length. 
Number of the 
specimen. 
Deflections. 
Total weight 
required to break 
each piece. 
Specific gravity. 
Weight reduced 
to specific 
gravity 600. 
Weight required 
to break 
1 square inch. 
Tensile 
Experiments. 
With the appa¬ 
ratus weighing 
390 lbs. 
After the 
weight was 
removed. 
At the crisis 
of 
breaking. 
Direct 
cohesion on 
1 square in. ! 
Number 
of the 
specimen. 
Inches. 
Inch. 
Inches. 
lbs. 
lbs. 
lbs. 
23 c‘ 
I-50 
•15 
3 ’ 5 ° 
660 
534 
741 
165-0 
— 
— ■ 
24 b \ 
1-65 
•20 
3'50 
630 
560 
675 
I 57-5 
— 
— 
25 a' 
i - 6o 
•OO 
2-25 
490 
580 
507 
122-5 
— 
— 
26 a 
1‘40 
•OO 
375 
690 
595 
696 
172-5 
3,412 
41 
27 b 
1-50 
•15 
4-25 
660 
540 
733 
165-0 
3,220 
42 
28 c 
1 -6o 
'OO 
475 
700 
545 
771 
I 75-0 
2,485 
43 
Total 
9' 2 5 
TO 
22 '0 
3830 
3354 
4123 
957'5 
— 
— 
Aver. 
1 ‘ 54 1 
•083 
3 - 666 
6387 
559 
687 
I 59-58 
— 
— 
Remarks. —These specimens broke with a moderate length of fracture. 
E = 636440. S = 1676. 
Table CLXIV. 
Transverse Experiments.—Mid length. 
Number of the 
specimen. 
Deflections. 
Total weight 
required to break 
each piece. 
Specific gravity. 
Weight reduced 
to specific 
gravity 600. 
Weight required 
to break 
1 square inch. 
Tensile 
Experiments. 
With the appa¬ 
ratus weighing 
390 lbs. | 
After the 
weight was 
removed. 
At the crisis 
of 
breaking. 
Direct 
cohesion on 
1 square in. 
Number 
of the 
1 specimen. 
Inches. 
Inch. 
Inches. 
lbs. 
lbs. 
lbs. 
29 c‘ 
I-50 
•25 
4'75 
655 
498 
788 
I63-75 
— 
— 
30 b‘ 
1-65 
'25 
4-25 
680 
528 
773 
I70-00 
— 
— 
31 a' 
1-40 
•20 
5-00 
695 
553 
754 
I73-75 
— 
— 
32 a 
1-25 
•15 
4-50 
740 
560 
793 
185-00 
3290 
44 
33 b 
1-35 
•15 
4-25 
680 
545 
749 
I70-00 
3045 
45 
34 c 
i'35 
•25 
4-00 
705 
556 
761 
176-25 
3045 
46 
Total 
00 ; 
La ! 
O i 
1-25 
26-75 
4155 
3240 
4618 
1038-75 
— 
— 
Aver. 
1 -416 
•208 
4-458 
692-5 
540 
769 
I73 ,] t25 
— 
— 
Remarks.— These specimens broke with a moderate length of fracture. 
E = 735920. S=i8i8. 
