375 
1911-12.] The Elastic Strength of Flat Plates. 
Slope and Curvature — contd. 
Tan 0. 
r. 
Slope. 
Curvature. 
Tan 0. 
r. 
Slope. 
Curvature. 
0 
0 
-•009 
0 
0 
- -0155 
•47 
•0045 
-•on 
•5 
•008 
•97 
•0115 
-•021 
1-0 
015 
- -0146 
1-47 
•025 
-•022 
1-5 
•022 
1-97 
•031 
-•001 
2-0 
•0265 
- -0086 
•5 
■ 2-47 
•0265 
•010 
•75 
2-5 
•029 
2*97 
•022 
•013 
3-0 
•024 
•018 
3-47 
•0165 
•013 
35 
•015 
3-97 
•010 
•017 
4-0 
•0085 
•Oil 
4-47 
0 
•021 
4*5 
•0036 
5-0 
0 
•005 
0 
0 
-•020 
0 
0 
-•024 
•24 
•005 
•6 
•013 
-•022 
•74 
•012 
-•018 
IT 
•023 
- -017 
1-24 
•022 
-•015 
1-6 
•029 
- *0015 
1*0 
1*74 
•027 
- *0096 
1-5 
2*1 
•032 
0 
2-24 
•029 
0 
2*6 
•029 
•020 
2-74 
•0265 
•0096 
31 
•018 
•027 
3-24 
•020 
•018 
36 
0 
033 
374 
•012 
•023 
4*24 
0 
•024 
0 
0 
- -031 
0 
0 
-•030 
•66 
•019 
-•026 
•5 
•014 
-•026 
1T6 
•030 
-•016 
1-0 
•025 
-•020 
•0 
1-66 
•035 
-•008 
00 
1-5 
•034 
- -017 
2-16 
•0375 
•005 
<3> 
II 
CO 
o 
2-0 
•040 
-•004 
2-66 
•028 
•040 
2-5 
•033 
•038 
316 
0 
•072 
3-0 
0 
•080 
Rectangular Plate, 8"x6", Thickness T01". Load 30 lbs. per sq. inch. 
Tan 0. 
r. 
Deflection. 
Tan 9. 
r. 
Deflection. 
0 
•030 
0 
•030 
•5 
•029 
•5 
•028 
1-0 
028 
1-0 
•0225 
1*5 
•025 
1*5 
•018 
0 
2-0 
•020 
00 
2*0 
•016 
0 = 0° 
2-5 
•015 
0 = 90° 
2-5 
•004 
3-0 
•010 
2-75 
3*5 
•003 
3*0 
0 
4*0 
0 
Slope and Curvature. 
Tan 9. 
r. 
Slope. 
Curvature. 
Tan 0. 
r. 
Slope. 
Curvature. 
0 
0 
- *0023 
0 
0 
-•010 
•5 
•5 
•005 
-•010 
1*0 
•003 
-•005 
1 0 
•0105 
-•009 
1-5 
•0077 
1-5 
•0142 
- -0073 
0 
2 0 
•009 
-•006 
00 
2-0 
•015 
•002 
0 = 0° 
2-5 
•012 
- *0026 
0 = 90° 
2-5 
•010 
•015 
3-0 
•012 
•004 
2-75 
•006 
35 
•0075 
•013 
3-0 
0 
•030 
4-0 
0 
•018 
