Floor Plan calculation

1. KIMBERLY WONG JIN SIEW 0315145
GROUND FLOOR
BEAM K-34
DEAD LOAD
BEAM SELF WEIGHT = 0.23x(2.7/2x24) =21.6 kN/m
LIVE LOAD KJ-34 = 2/3x(2x2.7/2)=1.8kN/m
ULTIMATE LOAD = (21.6x1.4)+(1.8x1.6)=33.1kN/m
BEAM, 3-KJ
DEAD LOAD
BEAM SELF WEIGHT = 0.23x(2.7/2x24) =21.6 kN/m
LIVE LOAD KJ-34 =3.65x0.115x19 =7.98kN/m
ULTIMATE LOAD = (32.4x1.4)+(2.7x1.6)=49.7 kN/m
BEAM K-23
DEAD LOAD
BEAM SELF WEIGHT =0.23x0.5x24 =2.76 kN/m
BRICK WALL WEIGHT =3.65x0.115x19 =7.98kN/m
DEAD LOAD
SLAB KJ-23 =2/3x (3.3/2x2) =2.2 kN/m
ULTIMATE LOAD = (2.4x1.4) + (2.2x1.6) =130.1kN/m

2. BEAM K-23
F2 F3
TOTAL MOMENT=0
(F3x3.3) - (429.3x1.65) =0
F3=214.7kN
429.3=F2+214.7kN
F2= 214.kN
130.1 kN/m(429.33)
33.1kN/m(89.37
F2 3300 2700 F4
TOTAL MOMENT=0
(F4x6) – (89.37x4.65)-(429.334.65)=0
F4= 263.45kN
429.33+89.37 = 263.45+F2
F2=255.25kN

3. 130.1 kN/m(429.33) 33.1kN/m(89.37)
F2 3300 2700 F4
255.25
0
-174.08
0kN
F2 F4
842.325 kN/m
+
-

4. MOMENT FOR GROUND FLOOR
BEAM K-34
TOTAL MOMENT=0
(F4x2.7) – (89.37x1.35) =0
F4=44.7 kN
89.4=F3+44.7
F3=44.7 kN
F3 F4
33.1kN/m(89.4)
2.7 m
33.1kN/m(89.4)
F3 F4
+
-
0 BM

5. FIRST FLOOR
BEAM SELF WEIGHT=0.23x0.5x24 = 2.76 kN/m
BRICK WALL WEIGHT= 3.65X0.115X19 = 7.98 kN/m
BEAM 6KI (2 WAY)
DEAD LOAD ON SLAB KI-56 =24x3/2 =36kN/m
LIVE LOAD ON SLAB KI-56 = 2x 3/2 = 3kN/m
ULTIMATE LOAD OF BEAM 6KI= (36x1.4) + (3x1.6) =5.5 kN/m
BEAM 5KI(TWO WAY)
DEAD LOAD ON SLAB KJ-56 =24 x3/2 =36kN/m
LIVE LOAD ON SLAB KJ-56 =1.5X3/2 = 2.25 kN /m
ULTIMATE LOAD = (36x1.4)+(2.25x1.6) =54kN/m
BEAM 6-JI(TWO WAY)
DEAD LOAD ON SLAB 67-JI = (24x1.5/2) x2/3=12 kN /m
DEAD LOAD ON SLAB 67-JI=(2x1.5/2)x2/3 =1 kN/m
ULTIMATE LOAD= (12x1.4) +(1x1.6) =18.4 kN/m

6. BEAM J-46
BEAM SELF WEIGHT =0.23x0.5x24=2.76 kN/m
BRICK WALL WEIGHT=3.65x0.115x19=7.98kN/m
DEAD LOAD ON SLAB JH-45=24x2.8/2=33.6kN/m
LIVE LOAD ON SLAB JH-45=2x2.8/2=28kN/m
ULTIMATE LOAD ON BEAM J-46 = (33.6X1.4) + (2.8X1.6) =51.52kN/m
BEAM J-46(TRIANGULAR)
DEAD LOAD ON SLAB KJ-56 =(24x3/2)x2/3 =24 kN/m
LIVE LOAD ON SLAB KJ-56 = (2x3/2)x2/3 = 2 kN/m
ULTIMATE LOAD = (1.4x24)+(1.6x2)= 36.8 kN/m
BEAM J-46(TRAPEZIUM)
DEAD LOAD ON SLAB JH- 45=(24x 2.8/2)=24 kN/m
LIVE LOAD ON SLAB JH-45= (2x 2.8/2) =2.8 kN/m
ULTIMATE LOAD =(1.4x33.6)+(1.6x2.8)= 51.52 kN/m
BEAM J-45(TRIANGULAR)
DEAD LOAD ON SLAB KJ-45=(24x3/2)x2/3=24 kN/m
LIVE LOAD ON SLAB KJ-45 =(2x3/2)x2/3=2 kN/m
ULTIMATE LOAD = (1.4x24)+(1.6x2)= 36.8 kN/m

7. BEAM J-46
DEAD LOAD ON SLAB JH-56 =24x2.8/2=33.6kN/m
LIVE LOAD ON SLAB JH-56 =2x2.8/2=2.8kN/m
ULTIMATE LOAD ON J-56 (TRAPEZODIAL)
=(33.6x1.4)+(2.8x1.6)=51.52kN/m
DEAD LOAD ON SLAB KJ-56=(24x3/2)x2/3=24kN/m
LIVE LOAD ON SLAB KJ-56=(2x3/2)x2/3=2kN/m
ULTIMATE LOAD ON J-56=(1.4x24) + (1.6x2)=36.8kN/m
DEAD LOAD ON SLAB KJ-45= (24x3/2)x2/3=24kN/m
LIVE LOAD ON SLAB KJ-45= (2x3/2)x2/3= 2kN/m
ULTIMATE LOAD ON J-45= (1.4x24) + (1.6x2) = 36.8kN/m
ROOF PLAN
BEAM SELF WEIGHT=0.2x24 =48kN/M2
BEAM C6-C24(ASSUMING FLAT ROOF)=582x2.8/2 =814.8

8. HEIGHT OF FLOORS=3.65m
DEAD LOAD=0.25x3.65x19=17.33kN/m
BEAM SIZE IS 200x500
DEAD LOAD=0.23x0.5x24=2.76kN/m
SLAB THICKNESS IS 200mm
DEAD LOAD= 0.2x24= 4.8kN/m2
COLUMN SIZE=250x250
DEAD LOAD=0.25x0.25x3.65x24 =4.63 kN
SHADED AREA OF SLAB
x=1.5+1.65 =3.15
y=1.9+1.9 =3.8
AREA OF SLAB=12m

9. COLUMN B2
ROOF LEVEL
DEAD LOAD
SLAB(FLAT ROOF) 11.97m2x4.8=57.46kN
ROOF BEAM 6.95x2.76=19.18 kN
GROUND FLOOR
DEAD LOAD
BRICK WALL DEAD LOAD=0.25x3.65x19=17.33kN
WALLS=6.95x17.33=120.4kN
SLABS =11.97x4.8= 55.5kN
BEAMS=7.25x2.76= 20kN
COLUMN = 4.63 kN
TOTAL =200.5 kN
GROUND FLOOR
LIVE LOAD
KITCHEN =(1.5x1.1)+(1.65x1.1)x3=10.4kN
DINING AREA= {(1.9x1.5)+(1.65x1.9)}x2=11.97kN
TOTAL =22.37 kN

10. COLUMN B2
FIRST FLOOR
DEAD LOAD
WALLS 6.95x17.33=120.4kN
SLAB 14.21x4.8=68.2 kN
BEAMS 7.25x2.76=20kN
COLUMN =4.63kN
TOTAL =433.2kN
FIRST FLOOR
LIVE LOAD
BEDROOM=(1.65x1.9)x1.5kN/m 2
=4.7kN
TOILET=(0.75x0.95)x2kN/m 2
=1.42kN
TOTAL =6.12kN
ULTIMATE LOAD= (633.7x1.4)+(28.49x1.6)=936.76kN

11. COLUMN 8aF
ROOF LEVEL
DEAD LOAD
SLAB(FLAT ROOF) =18.53x2.76=51.14 kN
GROUND FLOOR
DEAD LOAD
WALLS 6.6x17.33=114.38 kN
SLABS 14.95x4.8=71.76 kN
BEAMS 6.6x2.76=18.22 kN
COLUMN =4.63kN
TOTAL =208.99kN
GROUND FLOOR
LIVE LOAD
ASSUMING CAR PORCHIS 3.0 kN /m2
3.0x14.95=44.85 kN

12. COLUMN 8a F
FIRST FLOOR
DEAD LOAD
WALLS = 5.7x17.33=98.78 kN
SLABS =18.53x4.8=88.9 kN
BEAMS =6.6X2.76=18.22 kN
COLUMN =4.63 kN
TOTAL = 210.57kN
FIRST FLOOR
LIVE LOAD
ASSUMING LANDINGS IS 2.0kN/m2
2.0x18.53 =37.06 kN
ULTIMATE LOAD=(419.5x1.4)+(81.91x1.6)=718.44 kN

13. COLUMN K6
ROOF LEVEL
DEAD LOAD
SLAB(FLAT ROOF) =(2.9x4.5)x4.8=62.6 kN
ROOF BEAM = (2.9+4.5)x2.76=20.42 kN
GROUND FLOOR
DEAD LOAD
WALLS =10.1x17.33 =174.43 kN
SLABS =13.1x4.8 =62.6 kN
BEAMS =16.67x2.76 =46 kN
COLUMNS = 4.63 kN
TOTAL =287.7 kN
GROUND FLOOR
LIVE LOAD
LIVING AREA (ASSUMING LOAD IS 2kN/m2)
3x3.115x2 =18.69 kN

14. COLUMN K6
FIRST FLOOR
DEAD LOAD
WALLS =7.4x17.33 =128.24 kN
SLABS =13.1x4.8 =62.6 kN
BEAMS =7.4x2.76= 20.42 kN
COLUMN =4.63 kN
TOTAL =215.892kN
FIRST FLOOR
LIVE LOAD
BEDROOM =(2.9x3)x1.5 =13.1 kN
BALCONY =(1.5x2.9)x2=8.7 kN
(ASSUMING BALCONY IS 2kN/m2)
ULTIMATE LOAD=(503.592x1.4)+(40.49x1.6)=769.79 Kn

15. COLUMN J2
ROOF LEVEL
DEAD LOAD
SLAB(FLAT ROOF) =12x4.8=57.6 kN
ROOF BEAM =10.75x2.76 =29.67 kN
GROUND FLOOR
DEAD LOAD
WALLS =10.75x17.33 =186.3 kN
SLABS =12x4.8 =57.6 kN
BEAMS = 10.75x2.76 = 29.57 kN
COLUMN =4.8 kN
TOTAL =278.37kN
GROUND FLOOR
LIVE LOAD
DINING AREA ={(1.65x1.9)+(1.5x1.9)}x2 =11.97 kN
KITCHEN ={(1.65x1.9)+(1.5x1.9)}x3 =18 kN
TOTAL =57.74 kN

16. COLUMN J2
FIRST FLOOR
DEAD LOAD
WALLS =6.95x17.3 =120.4
SLABS =12x4.8 =57.6 kN
BEAMS =6.95x2.76 =19.2 kN
COLUMN =4.63 kN
TOTAL =201.83kN
ULTIMATE LOAD =(475.4x1.4)+(36.09x1.6)= 723.3 kN