STRUCTURAL MODELING NOTES PART 1 - USING ETABS
(b) EC2 ; EN 1992 -1 1:2004 clause 3.1.3 (c) BS 8110-2:1985; clause 7.2 (d) ECP 203-2007; clause 2.3.3.1 (e) When the design code in concrete frame design preferences is changed to ACI 318 or BS 8110, the specified concrete compressive strength option is automatically changed to f c ` or f cu, respectively, but without changing the entered ...
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