4 · Elevation & Massing

The house drawn as it is actually framed: a bay only gets a slab, beams and a storey where you placed rooms. Empty bays stay open — no slab, no load, no column.

1. Project & Plot2. Rooms3. Layout4. Elevation5. Loads6. Grid Loading7. Lateral Loads8. Analysis9. Design10. Reinforcement11. Quantities12. Report

Built area per storey

from the room schedule
Storey 1
52.5 m²
49.0 m of beams
Storey 2 (top)
52.5 m²
49.0 m of beams
Total built-up
105.0 m²
sum of built bays

Front elevation

looking along Y — X grid across
Front elevation — looking along Y · overall 10.50 × 8.00 m
1234plinth 0.00+3.80 m+7.00 m
blue mass = storey built over that bayorange band = parapet at the top of the last built storeydark posts = columns, continuous to the foundationblank = open sky / bay not built

Side elevation

looking along X — Y grid across
Side elevation — looking along X · overall 6.00 × 8.00 m
ABCplinth 0.00+3.80 m+7.00 m
blue mass = storey built over that bayorange band = parapet at the top of the last built storeydark posts = columns, continuous to the foundationblank = open sky / bay not built

Framed plan of a storey

beams and columns exist only over built bays
metres · 0.014 m/px
Plot 15 × 9 m3.50 × 3.00β 1.17 · case 43.50 × 3.00β 1.17 · case 33.50 × 3.00β 1.17 · case 73.50 × 3.00β 1.17 · case 43.50 × 3.00β 1.17 · case 41234ABCA1A2A3A4B1B2B3B4C1C2C3
— — orange dashed = buildable footprint after setbacks■ solid = column at a grid intersection, sized as designedhatched = bay not built on this storey — no slab, beam, column or loadX grid 1,2,3… · Y grid A,B,C…
Built-up105.0 m²Columns11Governing column264 kNConcrete38.2 m³Steel2.30 t11 checks need attention

Preliminary design aid. Not a substitute for analysis and detailed design by a licensed structural engineer. Does not include detailed seismic design to IS 13920, soil investigation, or statutory compliance.