MISCELLANEOUS TABLES. 
131 
TABLE II. Continued. 
DEFLECTION of Red Pine Scantlings, of any breadth, when uni- 
formly loaded with one-fourth of the breaking weight. 
*** When oue-fourtli of the breaking weight is suspended from the middle, multiply the 
deflections in this table by "S. 
LENGTH IN FEET, CLEAR BEARING. 
Depth 
in 
AO 
27 
28 
29 
30 
OA 
inches. 
DEFLECTION 
IN INCHES. 
3 
6-848 
7-407 
7-987 
8-590 
9-215 
9-861 
10-529 
11-220 
3^ 
5-870 
6-349 
6-846 
7-363 
7-898 
8-452 
9-025 
9-617 
4 
0 loo 
0 000 
5-991 
6-443 
6-911 
7-396 
7 oy7 
0 4 10 
4 ODO 
5-325 
5-727 
6-143 
6-574 
H'A sn 
0 
A-AA A 
4-792 
5-154 
5-529 
5-917 
fi.Q 1 ft 
0010 
fi-7'^9 
5i 
~3^35~ 
4-040 
T357^ 
^-685" 
T026" 
"5^79" 
5-743 
6-120 
6 
3-424 
3-703 
3-994 
4-295 
4-608 
4-931 
5-265 
5-610 
oi 
0 loi 
3-419 
3-687 
3-965 
4-253 
4-551 
4-8d0 
0 1 /o 
7 
Z tfoo 
0 174 
3-423 
3-681 
3-949 
4-226 
4010 
4 oUO 
•7 1 
^ /oy 
.6 yoo 
3-195 
3-436 
3-686 
3-944 
/< .o 1 0 
4V* 1.6 
4 4c5c5 
8 
2-568 
"2^7"78~ 
^95" 
"3^2r 
~3T5"5' 
"F698~ 
1^949" 
8i 
2-417 
2-614 
2-819 
3-032 
3-252 
3-480 
3-716 
3-960 
9 
2 2oo 
2-469 
2-663 
2-863 
3-072 
3-287 
3-510 
0-74U 
n 1 
A loo 
.4 oo9 
2-522 
2-713 
2-910 
3-114 
0 0.^0 
0 04t5 
1 A 
Z U04 
0.000 
2-396 
2-577 
2-764 
2-958 
0 loy 
0 ODD 
10* 
T957" 
2-116 
~2^282~ 
2-454 
~2^33~ 
2-817 
"¥008" 
3-206 
11 
1-868 
2-020 
2-178 
2-343 
2-513 
2-689 
2-872 
3-060 
lli 
1-786 
1-932 
2-084 
2-241 
2-404 
2572 
2-747 
2-927 
12 
1-712 
1-852 
1-997 
2-148 
2-304 
2-465 
2-632 
2-805 
1-644 
1-778 
1-917 
2-062 
2-212 
2-367 
2-527 
2-693 
13 
1-580 
1-709 
1-843 
1-982 
2126 
2-276 
2-430 
2-589 
13i 
1-522 
1-646 
1-775 
1-909 
2-048 
2-191 
2-340 
2-493 
14 
1-467 
1-587 
1-712 
1-841 
1-975 
2-113 
2-256 
2-404 
14i 
1-417 
1-532 
1-653 
1-777 
1-906 
2-040 
2-179 
2-321 
*15 
1-370 
1-481 
1-598 
1-718 
1-843 
1-972 
2-106 
2-244 
"Te" 
1-284 
T3^~ 
1-498 
1-611 
1-728 
T849" 
2-104 
17 
1-208 
1-307 
1-410 
1-516 
1-626 
1-740 
1-858 
1-980 
18 
1-141 
1-234 
1-331 
1-432 
1-536 
1-644 
1-755 
1-870 
19 
1-081 
1-170 
1-261 
1-356 
1-455 
1-557 
1-663 
1-772 
20 
1-027 
1-111 
1-198 
1-289 
1-382 
1-479 
1-579 
1-683 
* Example. — A Red Pine beam 15 inches deep and 25 feet long, uniformly loaded with 
one-fourth of the breaking weight, deflects in the middle 1-370 inches ; if one one-fourth 
of the breaking weight be suspended from the middle, the deflection is "8 x 1-370 = 1'096 
inches. 
