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  • Users: LMass94
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  1. 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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