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Concentrated load (cload.f)

This subroutine is used for user-defined concentrated load, characterized by the parameter USER on the *CLOAD card. The header and variable description is as follows:

          subroutine cload(xload,kstep,kinc,time,node,idof,coords,vold,
         &  mi,ntrans,trab,inotr,veold)
    !
    !     user subroutine cload
    !
    !
    !     INPUT:
    !
    !     kstep              step number
    !     kinc               increment number
    !     time(1)            current step time
    !     time(2)            current total time
    !     node               node number
    !     idof               degree of freedom
    !     coords(1..3)       global coordinates of the node
    !     vold(0..4,1..nk)   solution field in all nodes
    !                        0: temperature
    !                        1: displacement in global x-direction
    !                        2: displacement in global y-direction
    !                        3: displacement in global z-direction
    !                        4: static pressure
    !     mi(1)              max # of integration points per element (max
    !                        over all elements)
    !     mi(2)              max degree of freedomm per node (max over all
    !                        nodes) in fields like v(0:mi(2))...
    !     veold(0..3,1..nk)  derivative of the solution field w.r.t.
    !                        time in all nodes
    !                        0: temperature rate
    !                        1: velocity in global x-direction
    !                        2: velocity in global y-direction
    !                        3: velocity in global z-direction
    !     ntrans             number of transform definitions
    !     trab(1..6,i)       coordinates of two points defining transform i
    !     trab(7,i)          -1: cylindrical transformation
    !                         1: rectangular transformation
    !     inotr(1,j)         transformation number applied to node j
    !     inotr(2,j)         a SPC in a node j in which a transformation
    !                        applied corresponds to a MPC. inotr(2,j)
    !                        contains the number of a new node generated
    !                        for the inhomogeneous part of the MPC
    !
    !     OUTPUT:
    !
    !     xload              concentrated load in direction idof of node
    !                        "node" (global coordinates)
    !