Case Loads Description
L3 W+T1+P1+H (OPE) Operation
L4 W+P1+H (SUS) Sustain
L5 WIN1 (OCC) Wind Load (+X)
L6 WIN2 (OCC) Wind Load (-X)
L7 WIN3 (OCC) Wind Load (+Z)
L8 WIN4 (OCC) Wind Load (-Z)
L9 UI (OCC) Seismic Load (X-Axis)
L10 U2 (OCC) Seismic Load (Z-Axis)
L11 L3-L4 (EXP) Thermal Stresses
L12 L4+L5 (OCC) Sus+Wind Load (+X)
L13 L4+L6 (OCC) Sus+Wind Load (-X)
L14 L4+L7 (OCC) Sus+Wind Load (+Z)
L15 L4+L8 (OCC) Sus+Wind Load (-Z)
L16 L4+L9 (OCC) Sus+Seismic Load (X-Axis)
L17 L4+L10 (OCC) Sus+Seismic Load (Z-Axis)
L18 L3+L5 (OCC) Ope+Wind Load (+X)
L19 L3+L6 (OCC) Ope+Wind Load (-X)
L20 L3+L7 (OCC) Ope+Wind Load (+Z)
L21 L3+L8 (OCC) Ope+Wind Load (-Z)
L22 L3+L9 (OCC) Ope+Seismic Load (X-Axis)
L23 L3+L10 (OCC) Ope+Seismic Load (Z-Axis)

What do you want to know, Sir?

May i ask that on the analysis results, why it state that "NO CODE STRESS CHECK PROCESSED: Loadcase 1 (OPE) W+D1+T1+P1" And the Allowable Stress are zeros for all nodes. thanks

Read this post , found by using the [Search] option above.

Sheesh another huge tsk tsk TSK! Not to mention the load case setup is questionable, and K Shah does not mention any code.

All those cases and this work being done by an individual of questionable competence, I hope this work is reviewed by a competent individual before its release.

Read the online documentation that comes with the program or let me guess.... your to busy doing the work (in a questionable fashion)to read the documentation.

Tsk!