Question regarding the seismic ductile behavior of bridges, i.e. q>1.5:
Consider a case when behavior factor q=3 is used for the analysis of the bridge (ductile behavior). When performing Eurocode design checks for shear design of reinforced concrete pier, does RM automatically:
(1) calculates the capacity design effects for shear (so it is not anymore q=3) EN1998-2 5.6.3.3 (1)P a), and (2) divides the shear capacity with additional safety factor gama,bd, EN1998-2 5.6.3.3 (1)P b);
Or an user needs to do some post-processing (multiplying further the RM output, outside of the software) to perform shear design of reinforced concrete piers?
Hi Ivana,
Yes, it needs to be specified at the materials table.
For more information about RM Bridge, please consult our Wiki pages:
communities.bentley.com/.../rm-bridge-connect-edition
Ana Carla Peres
Senior Technical Support Engineer
Bentley BrIM