Determine the force in member AC of the truss. Draw primary and redundant structures and remove member AC. Use the flexibility method to analyze indeterminate truss structure. AE is constant.
N(AC)=0 it's not working.
Fatal error in MPI_Allreduce: Other MPI error, error stack: MPI_Allreduce(1628)......: MPI_Allreduce(sbuf=000002459254A180, rbuf=000002459F86A140, count=4851, MPI_DOUBLE_COMPLEX, MPI_SUM,...
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