Sunday, January 23, 2011

The contour lines

The contour lines

Contour lines are lines connecting points having the same height from a datum / field reference. The concept of contour lines can be easily understood by imagining a pool of water. If the water in a state of calm, then the edge of the surface water shows a line that has the same height and the line will close at the edge of the pond to form contour lines.
If the water level falls, for example the water level down 5 meters, then the edge of the water surface will form the second contour line. So then every surface water will form a line down the other contour (figure 10.1.1.)












Figure 10.1.2 shows the contour line drawing and image slices of the island. Tide line on the left is shown with contour lines that have a height of zero, if the water level rises every l0cm at a certain distance, then the edge surface of the water on the soil surface will form a contour line which has a height of 10 m, 20 m, 30 m and 40 m .



The slope of the land
The height between contour lines are sequentially called vertical hose or hose contours and its magnitude always remains on the map. At the intersection of the vertical interval is shown by the line AB. Horizontal distance between two contours is described by the distance BC. The distance is called the horizontal distance.
The slope of the land surface between points A and C are:

slope AB / BC = Hose Vertical / Horizontal Distance

Because the vertical interval is the amount that remains on the slope of each map, it will change if the horizontal distance changes.
Example:

The slope along the AC = 10/100 = 1 / 10 = 1:10

source : http://www.ilmusipil.com/garis-kontur-adalah

Saturday, January 22, 2011

concrete mix ratio K

The following comparison of material and labor to make concrete with so many quality K
Make 1 m3 of concrete fc = 7.4 MPa (K 100), slump (12 ± 2) cm, w / c = 0.87

Material
* Portland cement 247.000 kg
* PB 869 kg
* KR (maximum 30 mm) 999 kg
* Water 215 Litre
Labor
* Worker 1.650 * OH
* OH masons 0.275
* Head handyman OH 0.028
* Foreman OH 0.083
 

Make 1 m3 of concrete fc = 9.8 MPa (K 125), slump (12 ± 2) cm, w / c = 0.78
Material
* Portland Cement 276.000 kg
* PB 828 kg
* Gravel (maximum 30 mm) 1012 kg KR
* Water 215 Litre
Labor
Worker 1.650 * OH
* OH masons 0.275
* Head handyman OH 0.028
* Foreman OH 0.083

Make 1 m3 of concrete fc = 12.2 MPa (K 150), slump (12 ± 2) cm, w / c = 0.72

Material
* Portland cement 299.000 kg
* PB 799 kg
* Gravel (maximum 30 mm) 1017 kg
* Water 215 Litre
Labor
Worker 1.650 * OH
* OH masons 0.275
* Head handyman OH 0.028
* Foreman OH 0.083
Make 1 m3 of concrete work floor fc = 7.4 MPa (K 100), slump (3-6) cm, w / c = 0.87
Material
* 230 000 kg of cement Portlland
* PB 893 kg
* Materials KR (maximum 30 mm) 1027 kg
* Water 200 Litre
Labor
* Worker 1.200 * OH
* 0.200 OH OH masons
* Head handyman OH 0.020
* Foreman OH 0.060


Make 1 m3 of concrete fc = 14.5 MPa (K 175), slump (12 ± 2) cm, w / c = 0.66

Needs Unit Index

Material
* Portland cement 326.000 kg
* PB 760 kg
* KR (maximum 30 mm) 1029 kg
* Water 215 Litre
Labor
* Workers' OH OH 1.650
* 0.275 OH OH masons
* Head handyman 0.028 OH OH
* Foreman OH OH 0.083
 

Make 1 m3 of concrete fc = 16.9 MPa (K 200), slump (12 ± 2) cm, w / c = 0.61
Needs Unit Index
Material
* Portland cement 352.000 kg
* PB 731 kg
* KR (maximum 30 mm) 1031 kg
* Water 215 Litre
Labor
Worker 1.650 * OH
* OH masons 0.275
* Head handyman OH 0.028
* Foreman OH 0.083

Make 1 m3 of concrete fc = 19.3 MPa (K 225), slump (12 ± 2) cm, w / c = 0.58

Needs Unit Index

Material
* Portland cement 371.000 kg
* PB 698 kg
* KR (maximum 30 mm) 1047 kg
* Water 215 Litre
Labor
Worker 1.650 * OH
* OH masons 0.275
* Head handyman OH 0.028
* Foreman o, OH 028



Make 1 m3 of concrete fc = 21.7 MPa (K 250), slump (12 ± 2) cm, w / c = 0.56
Material
* Portland cement 384.000 kg
* PB 692 kg
* KR (maximum 30 mm) 1039 kg
* Water 215 Litre
Labor
Worker 1.650 * OH
* OH masons 0.275
* Head handyman OH 0.028
* Foreman OH 0.083


Make 1 m3 of concrete fc = 24.0 MPa (K 275), slump (12 ± 2) cm, w / c = 0.53



Material
* Portland cement 406.000 kg
* PB 684 kg
* Materials KR (maximum 30 mm) 1026 kg
* Water 215 Litre
Labor
Worker 1.650 * OH
* OH masons 0.275
* Head handyman OH 0.028
* Foreman OH 0.083
 


Make 1 m3 of concrete fc = 26.4 MPa (K 300), slump (12 ± 2) cm, w / c = 0.52
Material
* Portland cement 413.000 kg
* PB 681 kg
* Materials KR (maximum 30 mm) 1021 kg
* Water 215 Litre
Labor
* Workers' OH OH 1.650
* 0.275 OH OH masons
* Head handyman 0.028 OH OH
* Foreman OH OH 0.083



Make 1 m3 of concrete fc = 28.8 MPa (K 325), slump (12 ± 2) cm, w / c = 0.49

Material

    * Portland cement 439.000 kg
    * PB 670 kg
    * Materials KR (maximum 30 mm) 1006 kg
    * 215 Litre water

Labor

    Worker 2.100 * OH
    * OH masons 0.350
    * Head handyman OH 0.035
    * Foreman OH 0.105
 


Make 1 m3 of concrete fc = 31.2 MPa (K 350), slump (12 ± 2) cm, w / c = 0.48
M
aterial
* Portland cement 448.000 kg
* PB 667 kg
* KR (maximum 30 mm) 1000 kg
* Water 215 Litre
Labor
Worker 2.100 * OH
* OH masons 0.350
* Head handyman OH 0.035
* Foreman OH 0.105
 
"The weight content of sand = 1400 kg/m3, Weight = 1350 kg/m3 content of gravel, sand Bukling factor = 20%"
Comparison of these materials to produce concrete quality near K plan so adjust the material conditions of labor in which the concrete is made.
Source: SNI (Indonesian National standard)

source : http://www.ilmusipil.com/perbandingan-campuran-beton-k

Analysis of formwork unit

 Analysis of formwork unit price based on national standards Indonesia (SNI)


*Install 1 m2 formwork for the foundation

Material price analysis

Wood Class III 0.040 m3

Nails 5 cm - 10 cm 0.300 kg

Oil formwork 0.100 Liter

Labor cost analysis

Workers' OH 0.520

0.260 carpenter OH

0.026 handyman labor chief OH

0.026 foreman OH


*Install 1 m2 formwork for sloof

Needs Unit Index

Material price analysis

Wood Class III 0.045 m3

Nails 5 cm - 10 cm 0.300 kg

Oil formwork 0.100 Liter

Labor cost analysis

Workers' OH 0.520

0.260 carpenter OH

0.026 handyman labor chief OH

0.026 foreman OH


*Install 1 m2 formwork for column

Material price analysis

Wood Class III 0.040 m3

source : http://networkedblogs.com/cW7U5