ECStruct
Structural
- Apr 26, 2002
- 17
Hi.
How can I define de beams lengths in SAP2k steel posprocessing?
Or: does SAP calculate the members stresses along the real span (say: truss longitudinal elements) automaticaly? or only at sub-spans?
Thanks in advance and sorry the poor english!
MCERQ.
How can I define de beams lengths in SAP2k steel posprocessing?
Or: does SAP calculate the members stresses along the real span (say: truss longitudinal elements) automaticaly? or only at sub-spans?
Thanks in advance and sorry the poor english!
MCERQ.