Developer Compass — Model Viewer V0.1

Structural System

Post + BeamCLT on beams

+ PurlinCLT on purlins

Point SupportCLT flat plate

LWF HybridQ5 — pending

Grid

Grid X — girder span 6.0 Grid Y — panel span 4.0 Span condition

Building

Storeys 8 Length 60.0 Width 32.0

Floor area is derived from length × width × storeys — —

Column Height

Typical floor-to-floor

3.20

Ground floor

3.20

Fire & Materials

Fire resistance rating Gypsum protection

% encapsulated 100

Share of timber that receives the gypsum above (rest sized fully exposed). Timber intensity = area-weighted blend.

CLT panel grade Column material Beam material Concrete strength f′c Span condition Column size override (mm) Steel grade Deck slab f′c Occupancy — vibration target Shored construction

Unshored (default): the filler beam is checked against wet concrete on the bare section and cambered. Shoring removes that check and usually a section size with it.

Column section family Floor assembly (above deck)

Foundation

Soil class

Parkade levels (below grade) Podium levels (RC, above grade) Podium grid / slab Transfer slab

Parkade (below grade) and podium (above grade, with its transfer slab) are finitely modelled; both add dead weight that resists overturning, and their concrete flows to the take-off.

Seismic / Lateral

Location (NBCC 2020 hazard) Importance factor Ie

Lateral is analysed only with a core. Turn on the Loads overlay (⚡, top-left) to see story forces and the mass-vs-rigidity eccentricity.

Lateral system

Diaphragm Diaphragm connection (shear capacity)

Auto-fit core to demand (single core)

Selectednone — click one

Add cores/walls, then click one to select (it highlights) and edit just that element. Drag any element to move it.

Lateral check (ROM)

Base shear—

Wall E–W—

Wall N–S—

Eccentricity—

Diaphragm shear—

Overturning—

Global stability—

Max element DCR—

Materials (take-off)

CLT / mass timber—

Concrete—

Rebar—

Rebar density—

Structural steel—

▾ Component breakdown

These are the exact per-component volumes that transfer to the estimator's take-off on “Send”.

Display

Storeys shown all

Colour mode is top-right of the view. Click any member to analyse its tributary loads.

Model

Footprint—

Gross floor area—

Bays—

Building height—

Foundation—

Members—

Draw calls—

three.js—

Renderer source—

Staged scenario—

Timber Intensity ▾

—

CLT Panel ▾

—

Girder ▾

—

Purlin ▾

—

Column ▾

—

Head Height

—

Loads shown

E–W N–S story forces Base shear & wind CoM CoR + eccentricity

Drag to orbit · scroll to zoom · click a member to analyse