Axial Load and Design Of Rectangular Column

ProjectSlab ID

Pre-requirementTENTH

Floor to Floor Height, H 3 mUnsupported Height (at joint), Hcx 2.400 mUnsupported Height (at joint), Hcy 2.400 m

Width (along X-Direction), B 380 mmDepth (along Y-Direction), D 450 mm

Effective Height Factor (X & Y Direction) 0.8Effective Height, Hex 2400 mEffective Height, Hey 2400 mSlenderness Ratio, x 6.3157895 Short ColumnSlenderness Ratio, y 5.3333333 Short Column

eminx 17.5 Axialeminy 19.8 Axial

Loading

Point Load Area Element thk (m)

Self Wt 12.825 kN Slab1 0.15 3.75SDL kN Slab2 0.15 3.75

Slab3 0.15 3.75Slab4 0.15 3.75SDL1 1.5SDL2 1.5SDL3 1.5SDL4 1.5LIVE1 5LIVE2 5LIVE3 5LIVE4 5

Pre-requirementNINETH

Floor to Floor Height, H 3 mUnsupported Height (at joint), Hcx 2.400 mUnsupported Height (at joint), Hcy 2.400 m

Width (along X-Direction), B 380 mmDepth (along Y-Direction), D 450 mm

Effective Height Factor (X & Y Direction) 0.8Effective Height, Hex 2400 mEffective Height, Hey 2400 mSlenderness Ratio, x 6.3157895 Short ColumnSlenderness Ratio, y 5.3333333 Short Column

eminx 17.5 Axialeminy 19.8 Axial

Loading

Point Load Area Element thk (m)

Self Wt 12.825 kN Slab1 0.15 3.75SDL kN Slab2 0.15 3.75

Area Load (kN/m2)

Area Load (kN/m2)

Slab3 0.15 3.75Slab4 0.15 3.75SDL1 1.5SDL2 1.5SDL3 1.5SDL4 1.5LIVE1 5LIVE2 5LIVE3 5LIVE4 5

Pre-requirementEIGHTH

Floor to Floor Height, H 3 mUnsupported Height (at joint), Hcx 2.400 mUnsupported Height (at joint), Hcy 2.400 m

Width (along X-Direction), B 380 mmDepth (along Y-Direction), D 450 mm

Effective Height Factor (X & Y Direction) 0.8Effective Height, Hex 2400 mEffective Height, Hey 2400 mSlenderness Ratio, x 6.3157895 Short ColumnSlenderness Ratio, y 5.3333333 Short Column

eminx 17.5 Axialeminy 19.8 Axial

Loading

Point Load Area Element thk (m)

Self Wt 12.825 kN Slab1 0.15 3.75SDL kN Slab2 0.15 3.75

Slab3 0.15 3.75Slab4 0.15 3.75SDL1 1.5SDL2 1.5SDL3 1.5SDL4 1.5LIVE1 5LIVE2 5LIVE3 5LIVE4 5

Pre-requirementSEVENTH

Floor to Floor Height, H 3 mUnsupported Height (at joint), Hcx 2.400 mUnsupported Height (at joint), Hcy 2.400 m

Width (along X-Direction), B 380 mmDepth (along Y-Direction), D 600 mm

Effective Height Factor (X & Y Direction) 0.8Effective Height, Hex 2400 mEffective Height, Hey 2400 mSlenderness Ratio, x 6.3157895 Short ColumnSlenderness Ratio, y 4 Short Column

eminx 17.5 Axialeminy 24.8 Axial

Loading

Area Load (kN/m2)

Point Load Area Element thk (m)

Self Wt 17.1 kN Slab1 0.15 3.75SDL kN Slab2 0.15 3.75

Slab3 0.15 3.75Slab4 0.15 3.75SDL1 1.5SDL2 1.5SDL3 1.5SDL4 1.5LIVE1 5LIVE2 5LIVE3 5LIVE4 5

Pre-requirementSIXTH

Floor to Floor Height, H 3 mUnsupported Height (at joint), Hcx 2.400 mUnsupported Height (at joint), Hcy 2.400 m

Width (along X-Direction), B 380 mmDepth (along Y-Direction), D 600 mm

Effective Height Factor (X & Y Direction) 0.8Effective Height, Hex 2400 mEffective Height, Hey 2400 mSlenderness Ratio, x 6.3157895 Short ColumnSlenderness Ratio, y 4 Short Column

eminx 17.5 Axialeminy 24.8 Axial

Loading

Point Load Area Element thk (m)

Self Wt 17.1 kN Slab1 0.15 3.75SDL kN Slab2 0.15 3.75

Slab3 0.15 3.75Slab4 0.15 3.75SDL1 1.5SDL2 1.5SDL3 1.5SDL4 1.5LIVE1 5LIVE2 5LIVE3 5LIVE4 5

Pre-requirementFIFTH

Floor to Floor Height, H 3 mUnsupported Height (at joint), Hcx 2.400 mUnsupported Height (at joint), Hcy 2.400 m

Width (along X-Direction), B 380 mmDepth (along Y-Direction), D 600 mm

Effective Height Factor (X & Y Direction) 0.8Effective Height, Hex 2400 mEffective Height, Hey 2400 mSlenderness Ratio, x 6.3157895 Short ColumnSlenderness Ratio, y 4 Short Column

Area Load (kN/m2)

Area Load (kN/m2)

eminx 17.5 Axialeminy 24.8 Axial

Loading

Point Load Area Element thk (m)

Self Wt 17.1 kN Slab1 0.15 3.75SDL kN Slab2 0.15 3.75

Slab3 0.15 3.75Slab4 0.15 3.75SDL1 1.5SDL2 1.5SDL3 1.5SDL4 1.5LIVE1 5LIVE2 5LIVE3 5LIVE4 5

Pre-requirementFOURTH

Floor to Floor Height, H 3 mUnsupported Height (at joint), Hcx 2.400 mUnsupported Height (at joint), Hcy 2.400 m

Width (along X-Direction), B 380 mmDepth (along Y-Direction), D 750 mm

Effective Height Factor (X & Y Direction) 0.8Effective Height, Hex 2400 mEffective Height, Hey 2400 mSlenderness Ratio, x 6.3157895 Short ColumnSlenderness Ratio, y 3.2 Short Column

eminx 17.5 Axialeminy 29.8 Axial

Loading

Point Load Area Element thk (m)

Self Wt 21.375 kN Slab1 0.15 3.75SDL kN Slab2 0.15 3.75

Slab3 0.15 3.75Slab4 0.15 3.75SDL1 1.5SDL2 1.5SDL3 1.5SDL4 1.5LIVE1 5LIVE2 5LIVE3 5LIVE4 5

Pre-requirementTHIRD

Floor to Floor Height, H 3 mUnsupported Height (at joint), Hcx 2.400 mUnsupported Height (at joint), Hcy 2.400 m

Width (along X-Direction), B 380 mmDepth (along Y-Direction), D 750 mm

Effective Height Factor (X & Y Direction) 0.8

Area Load (kN/m2)

Area Load (kN/m2)

Effective Height, Hex 2400 mEffective Height, Hey 2400 mSlenderness Ratio, x 6.3157895 Short ColumnSlenderness Ratio, y 3.2 Short Column

eminx 17.5 Axialeminy 29.8 Axial

Loading

Point Load Area Element thk (m)

Self Wt 21.375 kN Slab1 0.15 3.75SDL kN Slab2 0.15 3.75

Slab3 0.15 3.75Slab4 0.15 3.75SDL1 1.5SDL2 1.5SDL3 1.5SDL4 1.5LIVE1 5LIVE2 5LIVE3 5LIVE4 5

Pre-requirementSECOND

Floor to Floor Height, H 3 mUnsupported Height (at joint), Hcx 2.400 mUnsupported Height (at joint), Hcy 2.400 m

Width (along X-Direction), B 380 mmDepth (along Y-Direction), D 750 mm

Effective Height Factor (X & Y Direction) 0.8Effective Height, Hex 2400 mEffective Height, Hey 2400 mSlenderness Ratio, x 6.3157895 Short ColumnSlenderness Ratio, y 3.2 Short Column

eminx 17.5 Axialeminy 29.8 Axial

Loading

Point Load Area Element thk (m)

Self Wt 21.375 kN Slab1 0.15 3.75SDL kN Slab2 0.15 3.75

Slab3 0.15 3.75Slab4 0.15 3.75SDL1 1.5SDL2 1.5SDL3 1.5SDL4 1.5LIVE1 5LIVE2 5LIVE3 5LIVE4 5

Pre-requirementFIRST

Floor to Floor Height, H 3 mUnsupported Height (at joint), Hcx 2.400 m

Area Load (kN/m2)

Area Load (kN/m2)

Unsupported Height (at joint), Hcy 2.400 mWidth (along X-Direction), B 380 mmDepth (along Y-Direction), D 900 mm

Effective Height Factor (X & Y Direction) 0.8Effective Height, Hex 2400 mEffective Height, Hey 2400 mSlenderness Ratio, x 6.3157895 Short ColumnSlenderness Ratio, y 2.6666667 Short Column

eminx 17.5 Axialeminy 34.8 Axial

Loading

Point Load Area Element thk (m)

Self Wt 25.65 kN Slab1 0.15 3.75SDL kN Slab2 0.15 3.75

Slab3 0.15 3.75Slab4 0.15 3.75SDL1 1.5SDL2 1.5SDL3 1.5SDL4 1.5LIVE1 5LIVE2 5LIVE3 5LIVE4 5

Pre-requirementGROUND

Floor to Floor Height, H 3 mUnsupported Height (at joint), Hcx 2.400 mUnsupported Height (at joint), Hcy 2.400 m

Width (along X-Direction), B 380 mmDepth (along Y-Direction), D 900 mm

Effective Height Factor (X & Y Direction) 0.8Effective Height, Hex 2400 mEffective Height, Hey 2400 mSlenderness Ratio, x 6.3157895 Short ColumnSlenderness Ratio, y 2.6666667 Short Column

eminx 17.5 Axialeminy 34.8 Axial

Loading

Point Load Area Element thk (m)

Self Wt 25.65 kN Slab1 0.15 3.75SDL kN Slab2 0.15 3.75

Slab3 0.15 3.75Slab4 0.15 3.75SDL1 1.5SDL2 1.5SDL3 1.5SDL4 1.5LIVE1 5LIVE2 5LIVE3 5LIVE4 5

Area Load (kN/m2)

Area Load (kN/m2)

Pre-requirementBASE

Floor to Floor Height, H 3 mUnsupported Height (at joint), Hcx 2.400 mUnsupported Height (at joint), Hcy 2.400 m

Width (along X-Direction), B 450 mmDepth (along Y-Direction), D 900 mm

Effective Height Factor (X & Y Direction) 0.8Effective Height, Hex 2400 mEffective Height, Hey 2400 mSlenderness Ratio, x 5.3333333 Short ColumnSlenderness Ratio, y 2.6666667 Short Column

eminx 19.8 Axialeminy 34.8 Axial

Loading

Point Load Area Element thk (m)

Self Wt 30.375 kN Slab1 0.15 3.75SDL kN Slab2 0.15 3.75

Slab3 0.15 3.75Slab4 0.15 3.75SDL1 1.5SDL2 1.5SDL3 1.5SDL4 1.5LIVE1 5LIVE2 5LIVE3 5LIVE4 5

Area Load (kN/m2)

Axial Load and Design Of Rectangular Column

Loading

Lx (m) Ly (m) B (m) D (m)

3 3

135

Beam1x 0.23 0.6 6

213 3 Beam2x3 3 Beam3x3 3 Beam4x3 3

54

Beam1y 0.23 0.6 6

213 3 Beam2y3 3 Beam3y3 3 Beam4y3 3

1803 33 33 3

Loading

Lx (m) Ly (m) B (m) D (m) Length (m)

3 3

135

Beam1x 0.23 0.6 6

20.73 3 Beam2x

TOTAL LOAD (kN)

Beam Element

Length (m)

Total Load (kN)

TOTAL LOAD (kN)

Beam Element

Total Load (kN)

3 3135

Beam3x20.7

3 3 Beam4x3 3

54

Beam1y 0.23 0.6 6

20.73 3 Beam2y3 3 Beam3y3 3 Beam4y3 3

1803 33 33 3

Loading

Lx (m) Ly (m) B (m) D (m) Length (m)

3 3

135

Beam1x 0.23 0.6 6

20.73 3 Beam2x3 3 Beam3x3 3 Beam4x3 3

54

Beam1y 0.23 0.6 6

20.73 3 Beam2y3 3 Beam3y3 3 Beam4y3 3

1803 33 33 3

Loading

TOTAL LOAD (kN)

Beam Element

Total Load (kN)

Lx (m) Ly (m) B (m) D (m) Length (m)

3 3

135

Beam1x 0.23 0.6 6

20.73 3 Beam2x3 3 Beam3x3 3 Beam4x3 3

54

Beam1y 0.23 0.6 6

20.73 3 Beam2y3 3 Beam3y3 3 Beam4y3 3

1803 33 33 3

Loading

Lx (m) Ly (m) B (m) D (m) Length (m)

3 3

135

Beam1x 0.23 0.6 6

20.73 3 Beam2x3 3 Beam3x3 3 Beam4x3 3

54

Beam1y 0.23 0.6 6

20.73 3 Beam2y3 3 Beam3y3 3 Beam4y3 3

1803 33 33 3

TOTAL LOAD (kN)

Beam Element

Total Load (kN)

TOTAL LOAD (kN)

Beam Element

Total Load (kN)

Loading

Lx (m) Ly (m) B (m) D (m) Length (m)

3 3

135

Beam1x 0.23 0.6 6

20.73 3 Beam2x3 3 Beam3x3 3 Beam4x3 3

54

Beam1y 0.23 0.6 6

20.73 3 Beam2y3 3 Beam3y3 3 Beam4y3 3

1803 33 33 3

Loading

Lx (m) Ly (m) B (m) D (m) Length (m)

3 3

135

Beam1x 0.23 0.6 6

20.73 3 Beam2x3 3 Beam3x3 3 Beam4x3 3

54

Beam1y 0.23 0.6 6

20.73 3 Beam2y3 3 Beam3y3 3 Beam4y3 3

1803 33 33 3

TOTAL LOAD (kN)

Beam Element

Total Load (kN)

TOTAL LOAD (kN)

Beam Element

Total Load (kN)

Loading

Lx (m) Ly (m) B (m) D (m) Length (m)

3 3

135

Beam1x 0.23 0.6 6

20.73 3 Beam2x3 3 Beam3x3 3 Beam4x3 3

54

Beam1y 0.23 0.6 6

20.73 3 Beam2y3 3 Beam3y3 3 Beam4y3 3

1803 33 33 3

Loading

Lx (m) Ly (m) B (m) D (m) Length (m)

3 3

135

Beam1x 0.23 0.6 6

20.73 3 Beam2x3 3 Beam3x3 3 Beam4x3 3

54

Beam1y 0.23 0.6 6

20.73 3 Beam2y3 3 Beam3y3 3 Beam4y3 3

1803 33 33 3

TOTAL LOAD (kN)

Beam Element

Total Load (kN)

TOTAL LOAD (kN)

Beam Element

Total Load (kN)

Loading

Lx (m) Ly (m) B (m) D (m) Length (m)

3 3

135

Beam1x 0.23 0.6 6

20.73 3 Beam2x3 3 Beam3x3 3 Beam4x3 3

54

Beam1y 0.23 0.6 6

20.73 3 Beam2y3 3 Beam3y3 3 Beam4y3 3

1803 33 33 3

Loading

Lx (m) Ly (m) B (m) D (m) Length (m)

3 3

135

Beam1x 0.23 0.6 6

20.73 3 Beam2x3 3 Beam3x3 3 Beam4x3 3

54

Beam1y 0.23 0.6 6

20.73 3 Beam2y3 3 Beam3y3 3 Beam4y3 3

1803 33 33 3

TOTAL LOAD (kN)

Beam Element

Total Load (kN)

TOTAL LOAD (kN)

Beam Element

Total Load (kN)

Loading

Lx (m) Ly (m) B (m) D (m) Length (m)

3 3

135

Beam1x 0.23 0.6 6

20.73 3 Beam2x3 3 Beam3x3 3 Beam4x3 3

54

Beam1y 0.23 0.6 6

20.73 3 Beam2y3 3 Beam3y3 3 Beam4y3 3

1803 33 33 3

TOTAL LOAD (kN)

Beam Element

Total Load (kN)

Loading

Wall Element thk (m) Height (m) Length (m)

Wall1x 0.115 2.25 5.77

30Wall2xWall3xWall4xWall1y 0.115 2.25 5.77

30Wall2yWall3yWall4y

Loading

Wall Element thk (m) Height (m) Length (m)

Wall1x 0.115 2.25 5.77

29.85975Wall2x

Total Load (kN)

Total Load (kN)

Wall3x29.85975

Wall4xWall1y 0.115 2.25 5.77

29.85975Wall2yWall3yWall4y

Loading

Wall Element thk (m) Height (m) Length (m)

Wall1x 0.115 2.25 5.77

29.85975Wall2xWall3xWall4xWall1y 0.115 2.25 5.77

29.85975Wall2yWall3yWall4y

Loading

Total Load (kN)

Wall Element thk (m) Height (m) Length (m)

Wall1x 0.115 2.25 5.77

29.85975Wall2xWall3xWall4xWall1y 0.115 2.25 5.77

29.85975Wall2yWall3yWall4y

Loading

Wall Element thk (m) Height (m) Length (m)

Wall1x 0.115 2.25 5.77

29.85975Wall2xWall3xWall4xWall1y 0.115 2.25 5.77

29.85975Wall2yWall3yWall4y

Total Load (kN)

Total Load (kN)

Loading

Wall Element thk (m) Height (m) Length (m)

Wall1x 0.115 2.25 5.77

29.85975Wall2xWall3xWall4xWall1y 0.115 2.25 5.77

29.85975Wall2yWall3yWall4y

Loading

Wall Element thk (m) Height (m) Length (m)

Wall1x 0.115 2.25 5.77

29.85975Wall2xWall3xWall4xWall1y 0.115 2.25 5.77

29.85975Wall2yWall3yWall4y

Total Load (kN)

Total Load (kN)

Loading

Wall Element thk (m) Height (m) Length (m)

Wall1x 0.115 2.25 5.77

29.85975Wall2xWall3xWall4xWall1y 0.115 2.25 5.77

29.85975Wall2yWall3yWall4y

Loading

Wall Element thk (m) Height (m) Length (m)

Wall1x 0.115 2.25 5.77

29.85975Wall2xWall3xWall4xWall1y 0.115 2.25 5.77

29.85975Wall2yWall3yWall4y

Total Load (kN)

Total Load (kN)

Loading

Wall Element thk (m) Height (m) Length (m)

Wall1x 0.115 2.25 5.77

29.85975Wall2xWall3xWall4xWall1y 0.115 2.25 5.77

29.85975Wall2yWall3yWall4y

Loading

Wall Element thk (m) Height (m) Length (m)

Wall1x 0.115 2.25 5.77

29.85975Wall2xWall3xWall4xWall1y 0.115 2.25 5.77

29.85975Wall2yWall3yWall4y

Total Load (kN)

Total Load (kN)

Loading

Wall Element thk (m) Height (m) Length (m)

Wall1x 0.115 2.25 5.77

29.85975Wall2xWall3xWall4xWall1y 0.115 2.25 5.77

29.85975Wall2yWall3yWall4y

Total Load (kN)

AXIAL LOAD & DESIGN OF COLUMNSteel Reinforcement

Nos. Dia (mm) Nos. Dia. (mm) Nos. Tenth 3 380 450 1 35 500 4 20Nineth 3 380 450 0.9 35 500 4 20Eighth 3 380 450 0.8 35 500 4 20

Seventh 3 380 600 0.7 35 500 8 25 4 20Sixth 3 380 600 0.6 35 500 8 25 4 20Fifth 3 380 600 0.6 35 500 8 25 4 20

Fourth 3 380 750 0.6 35 500 12 25 4 20Third 3 380 750 0.6 35 500 12 25 4 20

Second 3 380 750 0.6 35 500 16 25 4 20First 3 380 900 0.6 35 500 20 25

Ground 3 380 900 0.5 35 500 20 25Base 3 450 900 0.5 35 500 24 25

FLOOR LEVEL

HEIGHT (m)

B (mm)

D (mm)

Factor (IS 875)

Concrete Grade

Steel Grade

AXIAL LOAD & DESIGN OF COLUMNSteel Reinforcement pt (%)Dia. (mm)

1256.64 0.73 724 2797 286 OK1256.64 0.73 1395 2797 101 OK1256.64 0.73 2011 2797 39 OK5183.63 2.27 2580 4856 88 OK5183.63 2.27 3095 4856 57 OK5183.63 2.27 3718 4856 31 OK7147.12 2.51 4347 6284 45 OK7147.12 2.51 4976 6284 26 OK9110.62 3.20 5605 6915 23 OK9817.48 2.87 6241 7939 27 OK9817.48 2.87 6715 7939 18 OK11780.97 2.91 7196 9452 31 OK

Steel (mm2)

Design Load (kN)

Capacity (kN)

Extra Capacity

(%)Design Check

c1Sheet2