tt(j)=t(j);
vv(j) = (xx(j)-xx(j 1))/tt(j);
aa(j )= (vv(j)-vv(j 1 ))/tt(j);
end
%RESULTS
plot (x, vv, 'r')
hold on
plot (x, v, 'b')
disp ('Maximum velocity of the system');
disp (max (vv))
disp ('Maximum acceleration of the system');
disp (max(aa))
disp ('Total time taken to deploy the layer');
disp (T)


PROG1M


% Calculation of minimum deflection and minimum stiffness
H = input ('Input the total deployed height of the structure ');
L = input ('Input the length of each rectangular plate ');
HL = input ('Input the height of every layer ');
mp = input ('Mass of the plate used ');
mts = input ('Mass of the top strut ');
mbs = input ('Mass of the bottom strut ');
fxd = input ('Maximum external force applied on the structure in the (-x) direction ');
xd = input ('Position of the plate after which the system is self deployable ');


N =H / HL;
C =3 (N+1);
HY =(2*LA2) .5;