# CONCRETEGRADE:

M5 = 1:4:8

M10= 1:3:6

M15= 1:2:4

M20= 1:1.5:3

M25= 1:1:2

# CLEAR COVER TO MAIN REINFORCEMENT:

1.FOOTINGS : 50 mm

2.RAFT FOUNDATION.TOP : 50 mm

3.RAFT FOUNDATION.BOTTOM/SIDES : 75 mm

4.STRAP BEAM : 50 mm.

5.GRADE SLAB : 20 mm

6.COLUMN : 40 mm

7.SHEAR WALL : 25 mm

8.BEAMS : 25 mm

9.SLABS : 15 mm

10.FLAT SLAB : 20 mm

11.STAIRCASE : 15 mm

12.RET. WALL : 20/ 25 mm on earth

13.WATER RETAINING STRUCTURES :20/30 mm

# WEIGHT OF ROD PER METER LENGTH:

DIA WEIGHT PER METER

6mm = 0.222Kg

8mm = 0.395 Kg

10mm = 0.616 Kg

12mm = 0.888 Kg

16mm = 1.578 Kg

20mm = 2.466 Kg

25mm = 3.853 Kg

32mm = 6.313 Kg

40mm = 9.865 Kg

1bag cement -50kg

1feet -0.3048m

1m-3.28ft

1sq.m-10.76sq.f¬t

1cu.m-35.28cu.f¬t

1acre-43560sq.f¬t

1cent-435.6sq.f¬t

1hectare-2.47ac¬re

1acre-100cent-4¬046.724sq.m

1ground-2400sq.¬ft1unit-100cu.ft-¬2.83cu.m

1square-100sq.f¬t1 M

# LENGTH of STEEL ROD I ITS VOLUME

V = (Pi/4)*Dia x DiaX L

= (3.14/4)x D xD X 1 (for 1m length)

Density of Steel = 7850 kg/cub meter

Weight = Volume x Density = (3.14/4)xD x D X1x7850 (if D is in mm )

So = ((3.14/4)xD x D X1x7850)/(1000x1000) = Dodd/162.27

DESIGN MIX:

M10 ( 1 : 3.92 : 5.62)=

Cement : 210 Kg/ M 3

20 mm Jelly : 708 Kg/ M3

12.5 mm Jelly : 472 Kg/ M 3

River sand : 823 Kg/ M 3

Total water : 185 Kg/ M 3

Fresh concrete density: 2398 Kg/M 3

M20 ( 1 : 2.48 : 3.55)

Cement : 320 Kg/ M3

20 mm Jelly : 683 Kg/ M3

12.5 mm Jelly : 455 Kg/ M33

River sand : 794 Kg/ M3

Total water : 176 Kg/ M3

Admixture : 0.7%

Fresh concrete density: 2430 Kg/ M3

M25 ( 1 : 2.28 : 3.27)

Cement : 340 Kg/ M3

20 mm Jelly : 667 Kg/ M3

12.5 mm Jelly : 445 Kg/ M3

River sand : 775 Kg/ M3

Total water : 185 Kg/ M3

Admixture : 0.6%

Fresh concrete density: 2414 Kg/ M3

Note: sand 775 + 2% moisture,Water185 -20.5 =164 Liters, Admixture = 0.5% is 100ml

M30 ( 1 : 2 : 2.87)

Cement : 380 Kg/ M3

20 mm Jelly : 654 Kg/ M3

12.5 mm Jelly : 436 Kg/ M3

River sand : 760 Kg/ M3

Total water : 187 Kg/ M3

Admixture : 0.7%

Fresh concrete density: 2420 Kg/ M3

Note: Sand = 760 Kg with 2% moisture(170.80+15.20)

M35 ( 1 : 1.79 : 2.57)

Cement : 410 Kg/ M 3

20 mm Jelly : 632 Kg/ M 3

12.5 mm Jelly : 421 Kg/ M 3

River sand : 735 Kg/ M 3

Total water : 200 Kg/ M 3

Admixture : 0.7%

Fresh concrete density: 2400 Kg/ M3

Note: sand = 735 + 2%, Water = 200-14.7 =185.30,Admixture = 0.7%

M40 ( 1 : 1.67 : 2.39)

Cement : 430 Kg/ M 3

20 mm Jelly : 618 Kg/ M 3

12.5 mm Jelly : 412 Kg/ M 3

River sand : 718 Kg/ M 3

Water Cement ratio : 0.43

Admixture : 0.7%

Note: Sand = 718 + Bulk age 1%

M45 ( 1 : 1.58 : 2.26)

Cement : 450 Kg/ M 3

20 mm Jelly : 626 Kg/ M 3

12.5 mm Jelly : 417 Kg/ M 3

River sand : 727 Kg/ M 3 + Bulk age1%

Water Cement ratio : 0.43

Admixture : 0.7%M50 ( 1 : 1.44 : 2.23)

Cement : 450 Kg/ M 3

20 mm Jelly : 590 Kg/ M 3

12.5 mm Jelly : 483 Kg/ M 3

River sand : 689 Kg/ M 3 + Bulk age12%

Water Cement ratio : 0.36 (188 Kg)

Admixture : 1.20%

Micro silica : 30 Kg

Super flow 6.7% of cement

1 cubic meter contains 500 bricks

The Standard size of the 1st classbrick is 190mmx 90mm x90mm and motor joint should be 10mm thick So brick with motor= 200 x 100 x 100.

Volume of 1st class brick = 0.19 x 0.09X 0.09 = 0.001539cu.m

Volume of 1st class brick with motor = 0.2 x 0.1 x0.1 = 0.002cu.m

No. on bricks per 1cu.m = 1/volume of 1st class brick withmotor = 1/0.002 = 500 no’s of bricks

STANDARD CONVERSION FACTORS

INCH = 25.4 MILLIMETRE

FOOT = 0.3048 METRE

YARD = 0.9144 METRE

MILE = 1.6093 KILOMETER

ACRE = 0.4047 HECTARE

POUND = 0.4536 KILOGRAM

DEGREE FARENHEIT X 5/9 – 32 = DEGREE CELSIUS

MILLIMETRE= 0.0394 INCH

METRE = 3.2808FOOT

METRE = 1.0936 YARD

A rope having length 100cm. You canform anyshape using this rope(Example:Triangle,Rectangle, etc.,). Which shape will cover maximum area

1 Newton = 0.101971 kg

1 mm2 = 0.01 cm2

1 cm2 = 100 mm2

1 mm2 = 20 N

100 mm2 = 2000N

1 cm2 = 2000N

2000 N = 203.942 kg

So 20 N/ mm2 = 203.942 kg / cm2

RATIO IS 1:1.5:3

then volume is 1+1.5+3 = 5.5 and the total volume for using mix = 1 hr · Civil Work