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  1. LMass94

    Inclusion of Ground Floor Suspended Slab for RSA to EC8

    Thank you both for your insights. HTURKAK, I will review the possibility of using ELF, which would preclude consideration of the GF slab. Good idea to produce 2 models (with / without GF in seismic weight). Plenty to explore! Unfortunately I am unable to share details of the model but your...
  2. LMass94

    Inclusion of Ground Floor Suspended Slab for RSA to EC8

    Hi all, long time lurker first time poster. I'm designing a portal frame to EC8 with a piled foundation and a suspended slab acting as a diaphragm, spanning between pile caps / ground beams. Piles are modelled as linear springs. Per EC8-1 4.3.3.2, ELF base shear is calculated using m, defined...

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