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Flat Rectangular Plate Loading 2/3 of Plate from Fixed Edge Stress and Deflection Equation an

Flat Rectangular Plate; one edge fixed, opposite edge free, remaining edges simply supported loading 2/3 of plate from fixed edge Stress and Deflection Equation and Calculator.

Per. Roarks Formulas for Stress and Strain Formulas for flat plates with straight boundaries and constant thickness

Rectangular plate; one edge fixed, opposite edge free, remaining edges simply supported loading 2/3 of plate from fixed edge.

Preview: Flat Rectangular Plate Uniform Force over Entire Plate Two Long Edges Fixed, Two Short Edges Simply Supported Calculator

Rectangular plate; one edge fixed,
opposite edge free,
remaining edges simply supported.
Rectangular plate; one edge fixed, opposite edge free,
 
Uniform loading
over 2/3 of plate
from fixed edge.
Uniform loading

Stress Maximum at center of fixed edge:

Stress Maximum and R = γqb

Symbols used:
q = Applied Load or Force to Flat Area of Plate (N/m2, lbs/2)
v = Poisson’s ratio (assumed to be 0.2)
t = plate thickness, (m, in)
a = plate length, (m, in)
b = plate width, (m, in)
σ = stress, (N/m2, lbs/in2)
R = Reaction force per unit length (N/m, lbs/in) normal to the plate surface exerted by the boundary support on the edge of the plate.
β = Constant From Table A
γ = Constant From Table A

Table A

a/b
0.25
0.50
0.75
1.0
1.5
2.0
3.0
β
0.044
0.161
0.298
0.454
0.730
0.932
1.158
γ
0.183
0.348
0.466
0.551
0.645
0.681
0.689

Reference:

Roarks Formulas for Stress and Strain, 7th Edition

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