How much labor and material needs for roof construction work?
Today we will again discuss or calculate labor and material needs on wooden roof construction work.
The use of wood as a roofing construction is very common in Indonesia, since there are still many forests in Indonesia to make abundant wood resources. The use of wood as a roof construction has long been done by humans, since humans began to need and build shelter to this day.
Nowadays more and more choice of roof material that makes us more easy to determine choice according to requirement and model that we want, because each roof construction material has advantages and disadvantages for each type.
The roof structure has several types of materials between them:
- Wooden roof structure.
- Structure of concrete roof / reinforced concrete.
- The roof structure of the masonry.
- Structure of heavy steel roof.
- Lightweight steel roof structure.
The roof is part of the building that serves to cover / protect the room under it, while the wood is a source of natural wealth derived from plants / trees and can be easily processed as needed.
After we have a little about the roof construction and its function then we will make an example of calculation of labor requirements and material roof work in accordance with the picture below.
We will calculate the volume of wooden roof construction by adding up the whole unit so that we can obtain the total volume.
a. Is known :
Items | Information | |
---|---|---|
B1 | (4.55 x 0.06 x 0.12) x 2 | 0.066 |
B2 | (0.94 x 0.05 x 0.10) x 2 | 0.009 |
B4 | (2.55 x 0.05 x 0.10) x 2 | 0.026 |
B5 | (3.39 x 0.05 x 0.10) x 2 | 0.034 |
B6 | 1.35 x 0.06 x 0.12 | 0.010 |
Amount | B1 + B2 + B4 + B5 + B6 | 0.144 |
Multiplied by the amount of roof construction | 3,000 X 0.144 | 0.432 m3 (I) |
b. Is known :
Items | Information | |
---|---|---|
B3 | (8.00 x 0.05 x 0.07) x 6 | 0.168 |
B7 | 8.00 x 0.05 x 0.07 | 0.028 |
Amount | B3 + B7 | 0.196 m3 (II) |
Thus we have completed the calculation of the total volume of roof construction as the picture, with the volume of 0.443 m3 and 0.196 m3.
I use technical analysis in accordance with Indonesian National Standard, in this calculation we will use wood class I.
The meaning of class I wood is the grouping of wood species that meet the criteria such as durability, strength and usability with quality I.
- To work on 1m3 of roof construction using class I wood is required.
Items | Information |
---|---|
Workers | 4,000 Person Per Day |
Carpenter | 12,000 Person Per Day |
Foreman | 1,200 Person Per Day |
Overseer | 0.200 Person Per Day |
Class I Wood | 1,100 m3 |
Iron Strip 5 mm thick | 15,000 Kg |
Nails 12 cm | 5,600 Kg |
In accordance with the coefficient of technical analysis, the completion of roof construction work with a volume of 0.443 m3 required.
Items | Information | Amount |
---|---|---|
Workers | 4,000 Person Per Day x 0.443 m3 | 1,728 Person |
Carpenter | 12,000 PersonPer Day x 0.443 m3 | 5.185 Person |
Foreman | 1,200 Person Per Day x 0.443 m3 | 0,519 Person |
Overseer | 0.200 Person Per Day x 0.443 m3 | 0.086 Person |
Class I Wood | 1,100 m3 x 0.443 m3 | 0.475 m3 |
Iron Strip 5 mm thick | 15,000 Kg x 0.443 m3 | 6,482 Kg |
Nails 12 cm | 5,600 Kg x 0.443 m3 | 2,420 Kg |
- To complete the work of 1m3 Beam roof construction using wood class I required.
Items | Information |
---|---|
Workers | 6,700 Person Per Day |
Carpenter | 20,100 Person Per Day |
Foreman | 2,010 Person Per Day |
Overseer | 0.335 Person Per Day |
Class I Wood | 1,100 m3 |
Iron Strip 5 mm thick | 15,000 Kg |
Nails 12 cm | 3,000 Kg |
In accordance with the coefficient of technical analysis, completing the roof construction beam work with a volume of 0.196 m3 is required.
Items | Information | Amount |
---|---|---|
Workers | 6,700 Person Per Day x 0.196 m3 | 1,313 Person |
Carpenter | 20,100 Person Per Day x 0.196 m3 | 3,940 Person |
Foreman | 2,010 Person Per Day x 0.196 m3 | 0.396 Person |
Overseer | 0.335 Person Per Day x 0.196 m3 | 0.066 Person |
Class I Wood | 1,100 m3 x 0.196 m3 | 0.216 m3 |
Iron Strip 5 mm thick | 15,000 Kg x 0.196 m3 | 2,940 Kg |
Nails 12 cm | 3,000 Kg x 0.196 m3 | 0.588 Kg |
To complete roof construction work with a volume of 0.443 m3 and roof construction beam with a volume of 0.196 m3 is required.
Items | Amount |
---|---|
Workers | 3,042 Person |
Carpenter | 9,125 Person |
Foreman | 0.913 Person |
Overseer | 0.152 Person |
Class I Wood | 0.691 m3 |
Iron Strip 5 mm thick | 9,422 Kg |
Nails 12 cm | 3,008 Kg |
My calculations are in accordance with standard technical analysis of Indonesia National Standard, this calculation is only an example and can be used by anyone.
With the development of science expected young engineers can continue to explore the knowledge that can be applied for the creation of a better civilization.
Hopefully this example calculation can be useful.
Thanks to friends who have visited my blog and to scientists have sacrificed time to advance our mindset and increase our knowledge.
This is all I can write on this occasion, for all the mistakes and lack of writing as a servant of God, I apologize.
source:
www.wikipedia.org-Konstruksi kuda-kuda
www.wikipedia.org-Domestic roof construction
www.wikipedia.org-Technical analysis
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