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im doing a research.it is about.when we cover the waste from soil due to some reactions of wastes soil layer can be affetced.but some times we can see that some plants grown on that soil layer.so i want to know due to this plants is affectiveness of soil layer will rduse?
Hai sir, Can u say what is the diffrence between “Centering” & “shuttering”
Centering is mainly provided for the slabs and beams…….
Shuttering is provided for the columns and foundation sides while pouring concrete..
Both centering and shuttering serves the same purpose of pouring the concrete in a confined region…
Centering means “giving bottom support by the centering sheet for the roof ( slab )only ” shuttering means giving side support for the beams and columns ” they may b steels as well as woodens
centering refers to horizontal part of the false work and shuttering refers to vertical part i.e sides of beam, sides of slab etc.
centering in broad sense can be regarded in case of flooring rxcepting that used in roof, slabs
but practically shuttering is used only in slabs becuz we dont need it in construction of other. This is basic but as you construct with Aluminium formwork for shear walls both centering and shuttering have taken other aspects leaving basic so for ease consider as Pramod said for reference but that not in case of specialisation works.
you have to choose the same cross-section but the problem with alluminium is that it get shrinked during winter season .which may cause the leakage problem .and MS is brittel in nature ,increase cost and weight
Hello Sir,
I want to know answer of following questions:
1. What are the main parameters of surface (open) drainage system?
2. Which factors are responsible for fluctuating water table depth?
3. Role of agriculture drainage in productivity enhancement?
4. What are the main parameters of tile drainage system?
5. What are the basic design criteria for a tile drainage system?
6. What is the drainage risk factors considered while designing drainage system?
7. What are the 3 categories of subsurface drains and specify their functions?
8. What are the main functions of open ditches? Before designing the open drains what types of fundamental concepts are to be considered?
9. Describe possible drainage disposal alternative and discuss on each in detail.
10. Differentiate between horizontal and vertical drainage system.
11. What are the positive or negative environmental impacts of any Outfall Drain Mega Projects?
cantering is the base and infrastructure provided for laying slab where as shuttering is provided as farms to lay concrete
i am in diploma civil engineering in final year …..i want to ya hostel buliding plans plz help me us……………………
Sir, I need comparative rate analysis of fly-ash brick masonry (with compressive strength 50 kg/ cm2 against conventional BB masonry .
I am a degree engineer in civil branch and engaged in the field og water resource development project and I would like to do online course on construction adminstration on management.Is there any institution imparting such type of online degree.Plz help me.
This web site is very useful for the Civil Engneeres who are looking for better carrier in their life
What would be the market rate for continous lintel / per running feet
hi…. we are organising a national level technical fest in our college… so i was interested if someone could suggest me an interesting event that could be organised that would attract a huge number of students for participating in it….
i want to make some project in civil engineering in a fest for undergraduate level i need some suggestions plz help..
i hav 1 month left
Dear friends Is that Vazzirani book of structural analysis is best?
use dayaratman.p it s very simple and easy to learn quick
how many marks structural analysis carries in govt exams of civil?
coefficient of material consumption per unit
Please refer DSR. material consumoptions are given their on…
i am a civil engineering student from a polytechnic in nigeria ,i love this site
I want to know the w/c ratio for m30 grade concrete and the 7 days compressive strength of m20 grade concrete
W/C for M30 is 0.45 as per IS456:2000 but you can adopt 0.44 M20 compressive strength at 7 days shoud be more than 14Mpa for any grade strength at 7 days should be more than 2/3 of fck
When we are in a hurry to tie steel at construction site, because of non availability of resources, we tie the steel at once receiving the same. But when we send the steel for testing it fails. Then what is the remedy?