%no. of x beams 
xbeam = 5
%total longitudinal span 
span = 14.5
%spacing b/w x beams is as follows 
%ie. span/xbeam
L=span/(xbeam-1)
%thickness of slab 
T = 0.215
%thickness of wearing coat
t = 0.075
% no. of T beams
Tbeam = 3
%clear roadway
%sym roadway
roadway = 7.5
% spacing between t beams 
B = roadway/Tbeam
% MOMENT DUE TO DEAD LOAD:- total dead weight of slan and wearing coat 
W=25*T+19*t
%width of contact load area is Ud
Ud=B
Ud/B;
%length of contact load area is Vd
Vd=L
Vd/L
K=B/L;
1/K
%from K and 1/K find out the value of m1 and m2 resp.















