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1. Column Analysis
1) Column C4 ( C/6 )
Dead Load Ground Floor Roof
Beam self weight (4.50+3.50) x 1.08
= 8.64kN
(4.50+3.50) x 1.08
= 8.64kN
Brick wall (4.50+3.50) x 8.55
= 68.4kN
-
Slab self weight (4.50 x 3.50) x 3.60
= 56.7 kN
(4.50 x 3.50) x 1.00
= 15.75 kN
Column self weight 4.95 kN 4.95 kN
Total dead load 138.69kN 29.34kN
Live Load Ground Floor Roof
Master bedroom ( 3.50 x 4.50 ) x 1.50
= 23.63kN
( 3.50 x 4.50) x 0.50
= 7.88kN
Total live load 23.63 kN 7.88 kN
Structural plan for Ground Floor Structural Roof Plan
Ly = (4.5/2) = 2.25
Lx = (3.5/2) = 1.75
Ly = (4.5/2) = 2.25
Lx = (3.5/2) = 1.75
1. Concrete Beam self weight 3. Slab self weight
= Beam size x Density of concrete = Slab thickness x concrete density
= 0.15 x 0.30 x 24 kN/m3 = 0.15m x 24 kN/m3
= 1.08 kN/m = 3.60 kN/m2
2. Brick wall load 4. Column self weight
= Wall height x wall thickness x density of the brick = Column size x height x concrete density
= (3.00 x 0.15)m2 x 19kN/m3 = 0.25 x 0.25 x (3.00+0.30) x 24kN/m3

2. Ultimate load = Ultimate dead load + ultimate live load
= [(138.69+29.34) x 1.4]+ [(23.63+7.88) x 1.60]
= 235.24 + 50.42
= 285.66 kN
1) Column C14 (F/2a)
Dead Load Ground Floor Roof
Beam self weight (6.50+2.00) x 1.08
= 9.18 kN
(6.50+2.00) x 1.08
=9.18 kN
Brick wall (6.50+2.00) x 8.55
=72.68 kN
-
Slab self weight (6.50 x 2.00) x 3.60
= 46.80 kN
(6.50 x 2.00) x 1.00
= 13.00 kN
Column self weight 4.95 kN 4.95 kN
1. Concrete Beam self weight 3. Slab self weight
= Beam size x Density of concrete = Slab thickness x concrete density
= 0.15 x 0.30 x 24 kN/m3 = 0.15m x 24 kN/m3
= 1.08 kN/m = 3.60 kN/m2
2. Brick wall load 4. Column self weight
= Wall height x wall thkness x density of the brick = Column size x height x concrete density
= (3.00 x 0.15)m2 x 19kN/m3 = 0.25 x 0.25 x (3.00+0.30) x 24kN/m3
= 8.55 kN/m = 4.95 kN/m
Structural plan for Ground Floor Structural Roof Plan
Ly = (7.00/2) = 7.00
Lx = (4.50/2) = 2.25
Ly = (7.00/2) = 7.00
Lx = (4.50/2) = 2.25

3. Ultimate load = Ultimate dead load+ ultimate live load
= [(133.61+27.13) x 1.4]+ [(13.5+3.5) x 1.60]
= 225.04 + 27.2
= 252.24 kN
Total dead load 133.61 kN 27.13 kN
Live Load Ground Floor Roof
Living Area (3.00 x 2.00) x 2.00
= 12.00 kN
(3.00 x 2.00) x 0.50
= 3.00 kN
Guestroom (0.50 x 2.00) x 1.50
= 1.50 kN
(0.50 x 2.00) x 0.50
= 0.5 kN
Total live load 13.5 kN 3.50 kN