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Critical Compressive Stress for Flat Rectangular Plates Supported Along All Edges and Elastically Restrained Against Rotation along the Unloaded EdgesA chart is presented for the values of the coefficient in the formula for the critical compressive stress at which buckling may be expected to occur in flat rectangular plates supported along all edges and, in addition, elastically restrained against rotation along the unloaded edges. The mathematical derivations of the formulas required in the construction of the chart are given.
Document ID
19930091813
Acquisition Source
Legacy CDMS
Document Type
Other - NACA Technical Report
Authors
Lundquist, Eugene E
Stowell, Elbridge Z
Date Acquired
September 6, 2013
Publication Date
January 1, 1942
Report/Patent Number
NACA-TR-733
Accession Number
93R21103
Distribution Limits
Public
Copyright
Work of the US Gov. Public Use Permitted.

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IDRelationTitle20090015033See AlsoCritical Compressive Stress for Flat Rectangular Plates Supported Along all Edges and Elastically Restrained Against Rotation Along the Unloaded Edges, Special Report 189
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