Calculate dead weight, soil overburden, and EN 1991-2 traffic loads. Combine Actions Apply combinations for ULS ( ) and SLS. 4 Structural Analysis

Structural verification demands analyzing critical structural actions across Ultimate Limit States (ULS) and Serviceability Limit States (SLS). Ultimate Limit State (ULS)

Wall–slab junctions are shear-critical. Design shear force V_Ed must satisfy:

: If the water table is above the bottom slab, pore water pressure acts vertically upwards (buoyancy) and laterally against the walls. Variable Actions ( Qkcap Q sub k Horizontal Earth Pressure ( HEcap H sub cap E

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