Hi all,
I am getting warnings in ETABS saying
NUMERICAL PROBLEMS ENCOUNTERED DURING EQUATION ASSEMBLY
TYPE LABEL DOF X_COORD Y_COORD Z_COORD PROBLEM VALUE
Cnstr 10 U1 19190 6150 0 Diag = 0 --> 1.00E-10
Cnstr 10 U2 19190 6150 0...
Hi all,
I have been trying to design expansion joints in SAP2000, and I haven't figured it out clearly.
I was told that it is common to design two buildings separately, assuming that there are no expansion joints, as those joints are designed afterwards to allow the resulting displacements...