Interested to Buy Any Domain ? << Click Here >> for more details...
Is 456 revised lastly in which year? & What are the revisions?
- 19 Answers
- 35232 Views
- L&T, I also Faced
- E-Mail Answers
Answer Posted / chetan biraris
NEW REVISION is IS 456-2000,
REVISIONS ARE
1.DETAILED CLAUSE COVERING DIFFRENT ASPECTS OF DESIGN OF
DURABLE STRUCTURES HAS BEEN INCORPORATED
2.IN GRADES OF CONCRETE..GRADE MORE THAN M40 HAS BEEN ADDED
| Is This Answer Correct ? | 22 Yes | 2 No |
Post New Answer View All Answers
How to Know that veriation acceptable in CPWD Work Of 1:6 Cement Mortor Received Lab test report.
indian standard split spoon sampler
whaat is blister in box girder bridge and what is its function..
Steel requirement in kg of 6" thk slab Total qty 32.64 m3 Beam / column qty 35.39 m3
What is the Hardness of M-40 grade concrete, general and theoratical
we have a crushing plant and our product is experiencing flakiness and elongation over limit for granite. what is the solution to this problem? how can it be avoided and what to do differently? It is not ok for batching plants
which has high compressive strength between hollow block and brick masonry?
what is meaning of inverted beam.is it way to provide double mat in slab one at bottom and another at topif we go for provision of inverted beam. shall we construct structure with out plinth beam for us we have to construct small bus shelter
which formula used for calculate the area of segmental arch?
how to calclate the SHUTTERING TAKEN CONCRETE LOAD? WHAT IS THE LOAD BEARING CAPACITY IN STEEL SHUTTERING PLATE? WHAT IS THE CONCRETE LOAD IN (MASS) IN THE SHUTTERING PLATE. PLATE SIZE IS 120CM* 90CM CONCRETE WALL LENGTH IS 10M ,WIDE IS 60CM, HEIGHT IS 1.2M PLS TO SENT THE CALCULATION.
Can inverted beams used in pipes during construction?
how much shouid be the rate for ready mix concrete per cubic meter
difference between trapezoidal and pedestal footing and how the load acts on that
WHERE CAN I GET THE PREVIOUS QUESTION PAPERS OF APGENCO FOR THE THE POST OF Tr.ASSISTANT ENGINEER(CIVIL)
Design a cantilever type retaining wall to retain sand for 4m above the ground. The sand fall slopes at the rate of 1 vertical to 2 horizontal. The weight of sand is 18000 N/m3, the angle of repose being 30. The safe bearing capacity of the soil is 200 kn/m2 at 1/25m below the ground level. Use m 15 concrete mix.
