A square plate sumply supportid on all four sides has a length of uts sede

=1m,h=10mm

. Thire is a concenctrate load

P=1000N

acting at its embre. Find the max diflection of the Plate consedueng fust fous lims of the Namer's seres. Take

E=200GPa

and

\ u =0.3

. Fund the error if the "exact" solution is guen in the expression.\

w_(max )=0.01159(Pa^(2))/(D)

, when '

a

' is the length of sede of the square plate.

2) A square plate sumply supported on all four sedes has a length of uts sede =1m,h=10mm. Fhire is a comenctrate load P=1000N acting at uts cembre. Find the max diflection of the Plate consedueng fust fous lims of the Namur's seres. Take E=200GPa and =0.3. Find the error if the "exact" solution is guen in the expression. wmax=0.01159DPa2, when ' a ' is the length of sede of the square plate