Seismic design of reinforced concrete primary beams to Eurocode 8
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This is a spreadsheet for the seismic design of primary reinforced concrete beams to EN1998-1 lt performs the following resistance and ductility verifications; 5.4.1.2.1(2) Maximum beam eccentricity 5.4.1 2_1 (3) Maximum beam width 5.4.3.1 .1 (1) Resistance in bending and shear 5.4.3.1 .1 (3) Effective flange width beff 5.4.3.12(1) Length of critical zones lcr 5.4.3.12(3) Curvature ductility factor - Cl. 52.3.4(3) 5.4.3.1.2(4) a) Minimum reinforcement at the compression zone 5.4.3.12(4) b) Maximum reinforcement ratio of the tension zone 5.4.3.12(5) Minimum reinforcement ratio of the tension zone 5.4_3_12(6) a) Minimum diameter of hoops within the critical regions 5.4.3.12(6) b) Maximum spacing of hoops within the critical regions 5.622(2) Anchorage of beam reinforcement - maximum bar diameter
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