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3D building frameframing + section preview
Framing layout
Plan grid: X 6 + 8 + 6 m; Y 5 + 5 m; 6 storeys @ 3.5 m.
Section layout
Section layout: RC/steel inferred from text; tall buildings get preliminary high-rise stiffness assumptions.
Loads / site
Loads: DL 4.5 kPa, LL 3 kPa; PH city resolves NSCP wind/seismic/SBC.
Assumption policy
Output will include 3D nodes, fixed supports, member envelopes, drift, ETABS export, and report hand-checks.
Enter sends · Shift+Enter for a new line · type a Philippine city for NSCP wind/seismic/SBC ·
BALMORES STRUCTURALStructural analysis and Design
Send a structural brief to run PyNite FEA and view ULS tables, diagrams, drift, and design criteria. Every solve also returns an engineering recommendations and conclusion block — authored by Balmores AI (DeepSeek-R1) when the private AI is online, or derived deterministically from the results otherwise.
