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Showing results for tags 'combinations'.
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Under what conditions we should use load combinations mentioned under Subject heading in UBC -97? As per my research we should use them only for " Element supporting Discontinuous System"-UBC 97-1630.8.2 and for "Collector Elements"-UBC 97 1633.2.6. So, there is no need to use these combinations for all structures and its components (Exceptions are mentioned above). Is my understanding correct? Please reply with referrence
ETABS Load Combo Creation Have a look at it...may be u find it useful...its for manually creating combos in excel and then importing back to etabs..as it allows the flexibility to create combinations in table format and less chances for errors as compared with that of ETABS unfriendly load combo interface...Report back any bugs or suggestions...thanks To download click on the link above with blue color or www.4shared.com/file/THoXlkzv/ETABS_Load_Combo.html