You are using the new UI (Beta).Return to the original UI

This page has been automatically translated by machine translation. Please note that translations may not be entirely accurate.

keisanHigh-precision calculations for everyday life and work

Rectangular Plate Deformation (Perimeter-Supported, Centrally Applied Load)

Author: k8008kExecutions: 41307

※ This library was created by a member. This site is not responsible for its content.

Manage Bookmarks
Calculation of Maximum Stress and Maximum Deflection for Rectangular Plate Deformation (Fully Supported, Centrally Applied Load)
(The length of the long side, b, can be up to four times the length of the short side, a)
Reference: https://www.roymech.co.uk/Useful_Tables/Mechanics/Plates.html
Author’s Website) https://plain-aso-4423.staba.jp (Mechanical Design and Development of Mechanical Design Apps for AutoCAD)
[Reference]
Young's modulus (longitudinal elastic modulus)
Steel----------206,000 MPa
Stainless steel--197,000 MPa
Aluminum-------71,000 MPa
Teflon-------500 MPa
Duracon----2,200 MPa
Glass-------71,600 MPa

Poisson's Ratio
Steel----------0.3
Stainless Steel--0.3
Aluminum-------0.3
Teflon-------0.36
Duracon----0.35
Glass-------0.23
Length of the shorter side: a
mm
Length of the longer side b
mm
Plate thickness t
mm
Concentrated Load P
N
Young's modulus
MPa
Poisson's ratio
Maximum Stress N/mm²
Maximum deflection mm

No customer feedback for this calculation yet.