leeo123
Structural
- Jun 2, 2011
- 3
HI,
I'm fairly new to robot structural analysis and I am trying to design a RC beam. I am having problems with the service load combinations...if I set all my combinations to strength there is no problem but when I allocate a combination "service" I get ridiculous answers.
For example a 7m beam 600x400 deep it would give 5N16s bottom with all cases at "strength" and about 20mm defl. If one combinations was changed to "service" it would give 8N40 bottom to satisfy required bottom steel component.
I know with SA software if you put in rubbish you get out rubbish. Any ideas on what I'm doing wrong
I'm fairly new to robot structural analysis and I am trying to design a RC beam. I am having problems with the service load combinations...if I set all my combinations to strength there is no problem but when I allocate a combination "service" I get ridiculous answers.
For example a 7m beam 600x400 deep it would give 5N16s bottom with all cases at "strength" and about 20mm defl. If one combinations was changed to "service" it would give 8N40 bottom to satisfy required bottom steel component.
I know with SA software if you put in rubbish you get out rubbish. Any ideas on what I'm doing wrong