I am new to matlab and have couple of doubts regarding my coding for the dynamic analysis of a beam of moving mass.
I am modelling a beam of 11 nodes and moving mass with a velocity of 1m/s. i wouldlike to plot the displacement of node5 when the load is in each nodes . for example displacement of node5 when load is in node 1,displacement of node5 load is in node 2,displacement of node5 when load is in node3..........displacement of node5 when load is in ith node.
For each time step, i should get the output of displacement of one node. i have attached the code which i have done,i am getting displacement as incremental for each nodes and the displacement is not changing for the before nodes.
could anyone help me in this issue.