function V = uq_XujunTruss(X)
% UQ_SIMPLYSUPPORTEDBEAM computes the midspan deflection of a simply 
% supported beam under uniform loading
%
%   Model with five input parameters  X= [E F L D T]
%   E_hor = 2.1e11 ;Young¡¯s moduli
%   E_obl = 2.1e11 ;Young¡¯s moduli
%   A_hor = 2.0e-3 ;cross-section areas of the horizontal
%   A_obl = 1.0e-3 ;cross-section areas of the oblical bars
%   P1 = 5.0e4 ; axial force 
%   P2 = 5.0e4 ; axial force 
%   P3 = 5.0e4 ; axial force 
%   P4 = 5.0e4 ; axial force 
%   P5 = 5.0e4 ; axial force 
%   P6 = 5.0e4 ; axial force 
%   Output:  V = 0.11+Truss(x(1),x(2),x(3),x(4),x(5),x(6),x(7),x(8),x(9),x(10));
% 
% See also: UQ_EXAMPLE_PCE_03_XujunBeam.m
% Vectorized implementation


V = 0.11+Truss(X(:,1),X(:,2),X(:,3),X(:,4),X(:,5),X(:,6),X(:,7),X(:,8),X(:,9),X(:,10))


