This document contains calculations of loads on various structural elements like beams, slabs and columns for a multi-storey building. Dead loads from self-weight of structural elements and finishes are calculated along with live loads. Ultimate loads accounting for load factors are determined for columns on the ground floor, first floor and roof. Beam sizes, slab thicknesses and other structural details are also provided.

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