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ESTER MARIAN
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RE: Warnings: **WARNING: IF THIS UBC/IBC ANALYSIS HAS TENSION/COMPRESSION OR REPEAT LOAD OR RE-ANALYSIS OR SELECT OPTIMIZE, THEN EACH UBC/IBC CASE SHOULD BE FOLLOWED BY PERFORM ANALYSIS & CHANGE. *WARNING- APPLIED SELFWEIGHT IS LESS THAN TOTAL WE
DSANJU
When you provide a seismic definition, the program computes horizontal base shear. This base shear is distributed among different stories as storey shears. This storey shears are the applied seismic load on the structure for which you analyses the structure…
over 7 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
RE: I am receiving errors. "...floor diaphragm is present in the model. Wind Load definition should be defined after Floor Diaphragm definition..."
Sye
You defined FX FY and FZ releases for certain members. That means these members cannot transfer any axial force or shear force to the supporting members which is not realistic. So the following releases were commented out. *MEMBER RELEASE *86 95 98…
over 8 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum