Graham — AI Home Building OS

STEP 3 OF 7 — DESIGN STUDIO1 floor · 7 rooms · 747 sqft

EDITING: GROUND FLOOR

NUMBER OF FLOORS

EDITING FLOOR

GROUND FLOOR · 7 ROOMS

🛏️

Master Bedroom

14′ × 12′ · 168 sqft

🛋️

Living Room

16′ × 14′ · 224 sqft

🛏️

Bedroom

10′ × 10′ · 100 sqft

🛏️

Bedroom

10′ × 10′ · 100 sqft

🍳

Kitchen

10′ × 10′ · 100 sqft

🚿

Bathroom

5′ × 6′ · 30 sqft

🕉️

Puja Room

5′ × 5′ · 25 sqft

GROUND FLOOR · 2D PLAN

LIVE ENGINEERING ANALYSIS

IS 456:2000 · IS 875:2015 · IS 1893:2016 · IS 13920:2016 · SP 16

Groundm(10.5ft)

Floor-to-floor height incl. slab. Used for tie bar confinement, wind face, bylaw height.

B01 — 14.0ft · 230×300mm

CONT.WARN

Mu=30 kN·m (lim 51.3) Vu=42.2 kN

Bot: 2-T16 Top: 2-T16 pt=0.68%

Stirrups: T8@175 c/c

B02 — 16.0ft · 230×350mm

CONT.WARN

Mu=46.1 kN·m (lim 73) Vu=56.7 kN

Bot: 2-T16 Top: 2-T16 pt=0.57%

Stirrups: T8@225 c/c

B05 — 6.0ft · 230×230mm

CONT.OK

Mu=4.5 kN·m (lim 27.3) Vu=14.7 kN

Bot: 2-T16 Top: 2-T16 pt=0.93%

Stirrups: T8@125 c/c (min)

B06 — 10.0ft · 230×250mm

CONT.OK

Mu=12.6 kN·m (lim 33.4) Vu=24.8 kN

Bot: 2-T16 Top: 2-T16 pt=0.84%

Stirrups: T8@150 c/c (min)

B07 — 16.0ft · 230×450mm

WARN

Mu=71.6 kN·m (lim 127.9) Vu=58.7 kN

Bot: 3-T16 Top: 2-T10 (hanger) pt=0.64%

Stirrups: T8@300 c/c

B08 — 10.0ft · 230×250mm

CONT.OK

Mu=12.6 kN·m (lim 33.4) Vu=24.8 kN

Bot: 2-T16 Top: 2-T16 pt=0.84%

Stirrups: T8@150 c/c (min)

B09 — 10.0ft · 230×250mm

CONT.OK

Mu=12.6 kN·m (lim 33.4) Vu=24.8 kN

Bot: 2-T16 Top: 2-T16 pt=0.84%

Stirrups: T8@150 c/c (min)

B12 — 5.0ft · 230×230mm

OK

Mu=2.9 kN·m (lim 27.3) Vu=7.6 kN

Bot: 2-T16 Top: 2-T10 (hanger) pt=0.93%

Stirrups: T8@125 c/c (min)

B13 — 5.0ft · 230×230mm

OK

Mu=2.4 kN·m (lim 27.3) Vu=6.4 kN

Bot: 2-T16 Top: 2-T10 (hanger) pt=0.93%

Stirrups: T8@125 c/c (min)

B14 — 12.0ft · 230×250mm

CONT.WARN

Mu=25 kN·m (lim 33.4) Vu=41 kN

Bot: 2-T16 Top: 2-T16 pt=0.84%

Stirrups: T8@150 c/c

B15 — 10.0ft · 230×250mm

CONT.OK

Mu=12.6 kN·m (lim 33.4) Vu=24.8 kN

Bot: 2-T16 Top: 2-T16 pt=0.84%

Stirrups: T8@150 c/c (min)

B17 — 2.0ft · 230×230mm

CONT.OK

Mu=0.8 kN·m (lim 27.3) Vu=7.7 kN

Bot: 2-T16 Top: 2-T16 pt=0.93%

Stirrups: T8@125 c/c (min)

B18 — 12.0ft · 230×250mm

CONT.WARN

Mu=28.4 kN·m (lim 33.4) Vu=46.7 kN

Bot: 2-T16 Top: 2-T16 pt=0.84%

Stirrups: T8@150 c/c

B20 — 8.0ft · 230×230mm

CONT.OK

Mu=8 kN·m (lim 27.3) Vu=19.6 kN

Bot: 2-T16 Top: 2-T16 pt=0.93%

Stirrups: T8@125 c/c (min)

B21 — 5.0ft · 230×230mm

CONT.OK

Mu=1.6 kN·m (lim 27.3) Vu=6.4 kN

Bot: 2-T16 Top: 2-T16 pt=0.93%

Stirrups: T8@125 c/c (min)

B24 — 6.0ft · 230×230mm

CONT.OK

Mu=2.3 kN·m (lim 27.3) Vu=7.7 kN

Bot: 2-T16 Top: 2-T16 pt=0.93%

Stirrups: T8@125 c/c (min)

B26 — 1.0ft · 230×230mm

CONT.OK

Mu=0.1 kN·m (lim 27.3) Vu=1.3 kN

Bot: 2-T16 Top: 2-T16 pt=0.93%

Stirrups: T8@125 c/c (min)

PB01 — 14.0ft · 230×300mmOK

Mu=8.5 kN·m Vu=11.9 kN

Bot: 2-T16 Top: 2-T16 Links: T8@175 c/c

PB02 — 16.0ft · 230×300mmOK

Mu=11.1 kN·m Vu=13.6 kN

Bot: 2-T16 Top: 2-T16 Links: T8@175 c/c

PB03 — 10.0ft · 230×300mmOK

Mu=4.3 kN·m Vu=8.5 kN

Bot: 2-T16 Top: 2-T16 Links: T8@175 c/c

PB04 — 4.0ft · 230×300mmOK

Mu=0.7 kN·m Vu=3.4 kN

Bot: 2-T16 Top: 2-T16 Links: T8@175 c/c

PB05 — 6.0ft · 230×300mmOK

Mu=1.6 kN·m Vu=5.1 kN

Bot: 2-T16 Top: 2-T16 Links: T8@175 c/c

PB06 — 10.0ft · 230×300mmOK

Mu=4.3 kN·m Vu=8.5 kN

Bot: 2-T16 Top: 2-T16 Links: T8@175 c/c

PB07 — 16.0ft · 230×300mmOK

Mu=16.6 kN·m Vu=13.6 kN

Bot: 2-T16 Top: 2-T16 Links: T8@175 c/c

PB08 — 10.0ft · 230×300mmOK

Mu=4.3 kN·m Vu=8.5 kN

Bot: 2-T16 Top: 2-T16 Links: T8@175 c/c

PB09 — 10.0ft · 230×300mmOK

Mu=4.3 kN·m Vu=8.5 kN

Bot: 2-T16 Top: 2-T16 Links: T8@175 c/c

PB10 — 5.0ft · 230×300mmOK

Mu=1.1 kN·m Vu=4.3 kN

Bot: 2-T16 Top: 2-T16 Links: T8@175 c/c

PB11 — 5.0ft · 230×300mmOK

Mu=1.1 kN·m Vu=4.3 kN

Bot: 2-T16 Top: 2-T16 Links: T8@175 c/c

PB12 — 5.0ft · 230×300mmOK

Mu=1.6 kN·m Vu=4.3 kN

Bot: 2-T16 Top: 2-T16 Links: T8@175 c/c

PB13 — 5.0ft · 230×300mmOK

Mu=1.6 kN·m Vu=4.3 kN

Bot: 2-T16 Top: 2-T16 Links: T8@175 c/c

PB14 — 12.0ft · 230×300mmOK

Mu=6.2 kN·m Vu=10.2 kN

Bot: 2-T16 Top: 2-T16 Links: T8@175 c/c

PB15 — 10.0ft · 230×300mmOK

Mu=4.3 kN·m Vu=8.5 kN

Bot: 2-T16 Top: 2-T16 Links: T8@175 c/c

PB16 — 12.0ft · 230×300mmOK

Mu=6.2 kN·m Vu=10.2 kN

Bot: 2-T16 Top: 2-T16 Links: T8@175 c/c

PB17 — 2.0ft · 230×300mmOK

Mu=0.2 kN·m Vu=1.7 kN

Bot: 2-T16 Top: 2-T16 Links: T8@175 c/c

PB18 — 12.0ft · 230×300mmOK

Mu=6.2 kN·m Vu=10.2 kN

Bot: 2-T16 Top: 2-T16 Links: T8@175 c/c

PB19 — 2.0ft · 230×300mmOK

Mu=0.2 kN·m Vu=1.7 kN

Bot: 2-T16 Top: 2-T16 Links: T8@175 c/c

PB20 — 8.0ft · 230×300mmOK

Mu=2.8 kN·m Vu=6.8 kN

Bot: 2-T16 Top: 2-T16 Links: T8@175 c/c

PB21 — 5.0ft · 230×300mmOK

Mu=1.1 kN·m Vu=4.3 kN

Bot: 2-T16 Top: 2-T16 Links: T8@175 c/c

PB22 — 10.0ft · 230×300mmOK

Mu=6.5 kN·m Vu=8.5 kN

Bot: 2-T16 Top: 2-T16 Links: T8@175 c/c

PB23 — 10.0ft · 230×300mmOK

Mu=4.3 kN·m Vu=8.5 kN

Bot: 2-T16 Top: 2-T16 Links: T8@175 c/c

PB24 — 6.0ft · 230×300mmOK

Mu=1.6 kN·m Vu=5.1 kN

Bot: 2-T16 Top: 2-T16 Links: T8@175 c/c

PB25 — 5.0ft · 230×300mmOK

Mu=1.1 kN·m Vu=4.3 kN

Bot: 2-T16 Top: 2-T16 Links: T8@175 c/c

PB26 — 1.0ft · 230×300mmOK

Mu=0 kN·m Vu=0.9 kN

Bot: 2-T16 Top: 2-T16 Links: T8@175 c/c

L01 — master-bed — DoorOK

305mm wall · 1.2m span · 305×150mm

Mu=0.96 kN·m Vu=3.18 kN w=5.3 kN/m

Main: 2-T16 Links: T6@75 c/c

305mm brick wall · triangular masonry load · IS 456 Cl.34.1

L02 — master-bed — WindowOK

305mm wall · 1.5m span · 305×150mm

Mu=1.75 kN·m Vu=4.67 kN w=6.2 kN/m

Main: 2-T16 Links: T6@75 c/c

305mm brick wall · triangular masonry load · IS 456 Cl.34.1

L03 — living — DoorOK

230mm wall · 1.2m span · 230×150mm

Mu=0.72 kN·m Vu=2.4 kN w=4 kN/m

Main: 2-T16 Links: T6@75 c/c

230mm brick wall · triangular masonry load · IS 456 Cl.34.1

L04 — living — WindowOK

230mm wall · 1.5m span · 230×150mm

Mu=1.32 kN·m Vu=3.52 kN w=4.7 kN/m

Main: 2-T16 Links: T6@75 c/c

230mm brick wall · triangular masonry load · IS 456 Cl.34.1

L05 — bed — DoorOK

230mm wall · 1.2m span · 230×150mm

Mu=0.72 kN·m Vu=2.4 kN w=4 kN/m

Main: 2-T16 Links: T6@75 c/c

230mm brick wall · triangular masonry load · IS 456 Cl.34.1

L06 — bed — WindowOK

230mm wall · 1.5m span · 230×150mm

Mu=1.32 kN·m Vu=3.52 kN w=4.7 kN/m

Main: 2-T16 Links: T6@75 c/c

230mm brick wall · triangular masonry load · IS 456 Cl.34.1

L07 — bed — DoorOK

230mm wall · 1.2m span · 230×150mm

Mu=0.72 kN·m Vu=2.4 kN w=4 kN/m

Main: 2-T16 Links: T6@75 c/c

230mm brick wall · triangular masonry load · IS 456 Cl.34.1

L08 — bed — WindowOK

230mm wall · 1.5m span · 230×150mm

Mu=1.32 kN·m Vu=3.52 kN w=4.7 kN/m

Main: 2-T16 Links: T6@75 c/c

230mm brick wall · triangular masonry load · IS 456 Cl.34.1

L09 — kitchen — DoorOK

230mm wall · 1.2m span · 230×150mm

Mu=0.72 kN·m Vu=2.4 kN w=4 kN/m

Main: 2-T16 Links: T6@75 c/c

230mm brick wall · triangular masonry load · IS 456 Cl.34.1

L10 — kitchen — WindowOK

230mm wall · 1.5m span · 230×150mm

Mu=1.32 kN·m Vu=3.52 kN w=4.7 kN/m

Main: 2-T16 Links: T6@75 c/c

230mm brick wall · triangular masonry load · IS 456 Cl.34.1

L11 — bath — DoorOK

230mm wall · 1.2m span · 230×150mm

Mu=0.72 kN·m Vu=2.4 kN w=4 kN/m

Main: 2-T16 Links: T6@75 c/c

230mm brick wall · triangular masonry load · IS 456 Cl.34.1

L12 — bath — WindowOK

230mm wall · 1.5m span · 230×150mm

Mu=1.32 kN·m Vu=3.52 kN w=4.7 kN/m

Main: 2-T16 Links: T6@75 c/c

230mm brick wall · triangular masonry load · IS 456 Cl.34.1

NO LINTEL NEEDED: puja— wall < 6″ (152mm), per IS 456 Cl.34.1

F01 — Col 0,0

38 kNOK

630×630mm · D=275mm · d=200mm

Punch: τv=0.06 / τlim=1.25 N/mm² ✓

1-Way: τv=0 / τlim=0 N/mm² ✓

Flexure: Mu=1.2 kN·m · Ast=208 mm² · 4-T16

Dowels: 4-T16 · Ld=995mm ↓ footing

Lap: 1300mm ↑ column (IS 456 Cl.26.2.5.2)

F02 — Col 14,0

38 kNOK

630×630mm · D=275mm · d=200mm

Punch: τv=0.06 / τlim=1.25 N/mm² ✓

1-Way: τv=0 / τlim=0 N/mm² ✓

Flexure: Mu=1.2 kN·m · Ast=208 mm² · 4-T16

Dowels: 4-T16 · Ld=995mm ↓ footing

Lap: 1300mm ↑ column (IS 456 Cl.26.2.5.2)

F03 — Col 0,12

38 kNOK

630×630mm · D=275mm · d=200mm

Punch: τv=0.06 / τlim=1.25 N/mm² ✓

1-Way: τv=0 / τlim=0 N/mm² ✓

Flexure: Mu=1.2 kN·m · Ast=208 mm² · 4-T16

Dowels: 4-T16 · Ld=995mm ↓ footing

Lap: 1300mm ↑ column (IS 456 Cl.26.2.5.2)

F04 — Col 14,12

38 kNOK

630×630mm · D=275mm · d=200mm

Punch: τv=0.06 / τlim=1.25 N/mm² ✓

1-Way: τv=0 / τlim=0 N/mm² ✓

Flexure: Mu=1.2 kN·m · Ast=208 mm² · 4-T16

Dowels: 4-T16 · Ld=995mm ↓ footing

Lap: 1300mm ↑ column (IS 456 Cl.26.2.5.2)

F05 — Col 30,0

38 kNOK

630×630mm · D=275mm · d=200mm

Punch: τv=0.06 / τlim=1.25 N/mm² ✓

1-Way: τv=0 / τlim=0 N/mm² ✓

Flexure: Mu=1.2 kN·m · Ast=208 mm² · 4-T16

Dowels: 4-T16 · Ld=995mm ↓ footing

Lap: 1300mm ↑ column (IS 456 Cl.26.2.5.2)

F06 — Col 14,14

38 kNOK

630×630mm · D=275mm · d=200mm

Punch: τv=0.06 / τlim=1.25 N/mm² ✓

1-Way: τv=0 / τlim=0 N/mm² ✓

Flexure: Mu=1.2 kN·m · Ast=208 mm² · 4-T16

Dowels: 4-T16 · Ld=995mm ↓ footing

Lap: 1300mm ↑ column (IS 456 Cl.26.2.5.2)

F07 — Col 30,14

38 kNOK

630×630mm · D=275mm · d=200mm

Punch: τv=0.06 / τlim=1.25 N/mm² ✓

1-Way: τv=0 / τlim=0 N/mm² ✓

Flexure: Mu=1.2 kN·m · Ast=208 mm² · 4-T16

Dowels: 4-T16 · Ld=995mm ↓ footing

Lap: 1300mm ↑ column (IS 456 Cl.26.2.5.2)

F08 — Col 10,12

38 kNOK

630×630mm · D=275mm · d=200mm

Punch: τv=0.06 / τlim=1.25 N/mm² ✓

1-Way: τv=0 / τlim=0 N/mm² ✓

Flexure: Mu=1.2 kN·m · Ast=208 mm² · 4-T16

Dowels: 4-T16 · Ld=995mm ↓ footing

Lap: 1300mm ↑ column (IS 456 Cl.26.2.5.2)

F09 — Col 0,22

38 kNOK

630×630mm · D=275mm · d=200mm

Punch: τv=0.06 / τlim=1.25 N/mm² ✓

1-Way: τv=0 / τlim=0 N/mm² ✓

Flexure: Mu=1.2 kN·m · Ast=208 mm² · 4-T16

Dowels: 4-T16 · Ld=995mm ↓ footing

Lap: 1300mm ↑ column (IS 456 Cl.26.2.5.2)

F10 — Col 10,22

38 kNOK

630×630mm · D=275mm · d=200mm

Punch: τv=0.06 / τlim=1.25 N/mm² ✓

1-Way: τv=0 / τlim=0 N/mm² ✓

Flexure: Mu=1.2 kN·m · Ast=208 mm² · 4-T16

Dowels: 4-T16 · Ld=995mm ↓ footing

Lap: 1300mm ↑ column (IS 456 Cl.26.2.5.2)

F11 — Col 20,12

38 kNOK

630×630mm · D=275mm · d=200mm

Punch: τv=0.06 / τlim=1.25 N/mm² ✓

1-Way: τv=0 / τlim=0 N/mm² ✓

Flexure: Mu=1.2 kN·m · Ast=208 mm² · 4-T16

Dowels: 4-T16 · Ld=995mm ↓ footing

Lap: 1300mm ↑ column (IS 456 Cl.26.2.5.2)

F12 — Col 20,22

38 kNOK

630×630mm · D=275mm · d=200mm

Punch: τv=0.06 / τlim=1.25 N/mm² ✓

1-Way: τv=0 / τlim=0 N/mm² ✓

Flexure: Mu=1.2 kN·m · Ast=208 mm² · 4-T16

Dowels: 4-T16 · Ld=995mm ↓ footing

Lap: 1300mm ↑ column (IS 456 Cl.26.2.5.2)

F13 — Col 30,12

38 kNOK

630×630mm · D=275mm · d=200mm

Punch: τv=0.06 / τlim=1.25 N/mm² ✓

1-Way: τv=0 / τlim=0 N/mm² ✓

Flexure: Mu=1.2 kN·m · Ast=208 mm² · 4-T16

Dowels: 4-T16 · Ld=995mm ↓ footing

Lap: 1300mm ↑ column (IS 456 Cl.26.2.5.2)

F14 — Col 30,22

38 kNOK

630×630mm · D=275mm · d=200mm

Punch: τv=0.06 / τlim=1.25 N/mm² ✓

1-Way: τv=0 / τlim=0 N/mm² ✓

Flexure: Mu=1.2 kN·m · Ast=208 mm² · 4-T16

Dowels: 4-T16 · Ld=995mm ↓ footing

Lap: 1300mm ↑ column (IS 456 Cl.26.2.5.2)

F15 — Col 25,22

38 kNOK

630×630mm · D=275mm · d=200mm

Punch: τv=0.06 / τlim=1.25 N/mm² ✓

1-Way: τv=0 / τlim=0 N/mm² ✓

Flexure: Mu=1.2 kN·m · Ast=208 mm² · 4-T16

Dowels: 4-T16 · Ld=995mm ↓ footing

Lap: 1300mm ↑ column (IS 456 Cl.26.2.5.2)

F16 — Col 20,28

38 kNOK

630×630mm · D=275mm · d=200mm

Punch: τv=0.06 / τlim=1.25 N/mm² ✓

1-Way: τv=0 / τlim=0 N/mm² ✓

Flexure: Mu=1.2 kN·m · Ast=208 mm² · 4-T16

Dowels: 4-T16 · Ld=995mm ↓ footing

Lap: 1300mm ↑ column (IS 456 Cl.26.2.5.2)

F17 — Col 25,28

38 kNOK

630×630mm · D=275mm · d=200mm

Punch: τv=0.06 / τlim=1.25 N/mm² ✓

1-Way: τv=0 / τlim=0 N/mm² ✓

Flexure: Mu=1.2 kN·m · Ast=208 mm² · 4-T16

Dowels: 4-T16 · Ld=995mm ↓ footing

Lap: 1300mm ↑ column (IS 456 Cl.26.2.5.2)

F18 — Col 25,27

38 kNOK

630×630mm · D=275mm · d=200mm

Punch: τv=0.06 / τlim=1.25 N/mm² ✓

1-Way: τv=0 / τlim=0 N/mm² ✓

Flexure: Mu=1.2 kN·m · Ast=208 mm² · 4-T16

Dowels: 4-T16 · Ld=995mm ↓ footing

Lap: 1300mm ↑ column (IS 456 Cl.26.2.5.2)

F19 — Col 30,27

38 kNOK

630×630mm · D=275mm · d=200mm

Punch: τv=0.06 / τlim=1.25 N/mm² ✓

1-Way: τv=0 / τlim=0 N/mm² ✓

Flexure: Mu=1.2 kN·m · Ast=208 mm² · 4-T16

Dowels: 4-T16 · Ld=995mm ↓ footing

Lap: 1300mm ↑ column (IS 456 Cl.26.2.5.2)

230×230mm · Most-loaded columnOK

Factored Pu58 kN

Min eccentricityemin = 20mm (IS 456 Cl.25.4)

Design Mu1.15 kN·m (Pu × emin)

SP 16 pu / mu0.044 / 0.004

Reqd p0.8% (p/fck = 0)

Provided steel4-T16 (1.5%)

TiesT6@230 c/c

230×230mm ColumnOK

Longitudinal steel4-T16 (Ast=804 mm²)

Tie diaT6 (IS 456 Cl.26.5.3.2c)

Normal zoneT6@230 c/c

IS 13920:2016Zone — ductile detailing

Conf. zoneT6@50 c/c (conf.zone 459mm)

Conf. length Lo459mm each end

Lo = max(col size, clear ht/6, 450mm) · spacing = min(b/4, 6φ, 100mm)