ankit2609
Structural
- Jan 24, 2012
- 5
can somebody please illustrate the procedure to carry out multi- support excitation in SAP???
How to provide restraints in the structure ,if I'm taking single bay single storey frame fixed at the base?
what load type shall I select while defining load pattern for support displacement???
How to provide restraints in the structure ,if I'm taking single bay single storey frame fixed at the base?
what load type shall I select while defining load pattern for support displacement???