1911-12.] The Elastic Strength of Flat Plates. 
379* 
Square Plate 6"x6", Thickness ’OSS". Load 20 lbs. per sq. inch. 
Tan 0. 
r. 
Deflection. 
Tan 0. 
r. 
Deflection. 
0 
*050 
0 
•050 
*5 
■0475 
1T2 
•037 
1-0 
•041 
2-24 
•012 
0 
1-5 
•0295 
•5 
335 
0 
0 = 0° 
2-0 
•0175 
2-5 
•006 
2-75 
3*0 
0 
0 
•050 
■71 
•0445 
1-41 
031 
1-0 
2T2 
■017 
2-83 
•006 
353 
001 
4-24 
0 
Slope and Curvature. 
Tan 9. 
r. 
Slope. 
Curvature. 
Tan 0. 
r. 
Slope. 
Curvature. 
0 
0 
- *023 
0 
0 
-•020 
•5 
•0105 
-020 
•35 
•018 
- -026 
l-o 
•020 
- 019 
•85 
•019 
-•014 
0 
1-5 
•026 
-•007 
•5 
1-35 
•021 
-•005 
0 = 0° 
2-0 
•025 
•007 
1-85 
•023 
-•004 
2-5 
•020 
•027 
2-35 
•018 
•014 
2-75 
•010 
2-85 
•009 
•022 
30 
0 
•047 
335 
0 
•019 
0 
0 
-•022 
•24 
•005 
•74 
016 
- -017 
1-24 
•0205 
-•005 
1-0 
174 
•0205 
•002 
2-24 
•018 
•00903 
274 
•012 
•on 
3-24 
•008 
•on 
374 
•003 
•008 
4-24 
0 
•004 
Square Plate 5" x b", Thickness -065". Load 20 lbs. per sq. inch. 
Tan 0. 
r. 
Deflection. 
Tan 0. 
r. 
Deflection. 
0 
•024 
0 
•024 
•5 
•023 
•56 
•022 
0 
1-0 
•018 
•5 
1-12 
•018 
0 = 0° 
1-5 
•0105 
1-68 
•0095 
2-0 
•004 
2-24 
•0025 
2-5 
0 
2-80 
0 
0 
•024 
71 
•021 
1-41 
•013 
1*0 
272 
•0045 
2-83 
•002 
3-54 
0 
