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Software Verification Examples for SCADA Pro
45
B2.2. Skew Plate under Transverse Loading
Problem Description
A two dimensional skew plate, subjected to vertical loading is examined (Figure B2.2.1).
Geometry, Properties and Loads
The plate of dimensions 6.0m x 8.48[∟6.0]m has 30cm thickness and 45
o
skew angle.
Material is reinforced concrete of modulus of elasticity 29GPa and Poisson ratio ν=0.20.
Τhe concrete strength class is C20/25 while the class of reinforcing steel is B500C. The
centre distance of the reinforcement from the plate edge is 20mm. Τhe short sides of the
plate are fixed while the long sides are free. Τhe plate is subjected to its self-weight
(ε
c
=25.0kN/m
3
), to a uniformly distributed permanent load 2kN/m
2
and to a uniformly
distributed variable load 5kN/m
2
. Two cases of loading combinations are examined. In the
first one (Comb1) the value of the participation factor of all loads is equal to 1.0. In the
second case (Comb2) the participation factor of permanent loads is equal to 1.35 while the
corresponding one of the variable load is equal to 1.50.
Figure B2.2.1. Skew Plate
Assumptions
During analysis, Kirchhoff theory of plates has been adopted.
Technical Features in ScadaPro Tested
Analysis of plate elements under transverse loading
Fixed boundary conditions
Plate elements design