Answer Posted / bishwa mohan thakur
slump test measure the consistency of concrete.It measure the flow of concrete and the work-ability of concrete.We also know the water cement ratio in concrete.It is measure in millimeter(mm).It is measure in the slump cone after the concrete lay in the cone in three layer and each layer we temper 25 times.If we require concrete in pipe line slum value should be 100-120mm and if we directly pour the concrete the slump value should be 80-100mm
| Is This Answer Correct ? | 0 Yes | 0 No |
Post New Answer View All Answers
in a corner footing of a building, column lies in one corner. in this condition i want to know if the reactive pressure of soil will be uniformly distributed throughout the footing or will be uniformly varying as in the case of eccentrical loading.
How is make concrete cube?
Why reinforcement done in shorter span in two way slabs
What is chemical composion test
20mm thick sand face plaster on walls consisting of 12 mm the backing coat of c.m.(1:3)and 8mm thick finished coat of c.m.(1:1)including scaffolding, watering, finishing etc complete please calculator with methyl et et r u
What is hybrid foundation?
Define What is rigging?
1. For 10sq.m area(47 kg bitumen contain) of 45 mm thick bitumen mix layer..how much bitumen is required for 1600 sq.m and how much aggregate need for that ?? 2. And much tonnage of bitumen mix required for 10 sq.m area of 45 mm thick. Please give answer...
For the construction project what capital cost has to be taken in consideration?
What are the skills required to become an architect?
How many litres of water used for curing of 1000sqft of slav
find the discharge of water through a horizental venturimeter having 400mm dia at the inlet main and 150mm dia at thorat.if the diffrential gauge between inlet and thorat shows a pressure head of 25cm mercury. assume coefficient discharge 0.98 and specfic gravity of mercury as 13.6.
what is the ingredient value of 40mm and 20mm aggregates?
Bernaullis theorem deals with the law of conservation of mass momentum energy none
how to calculate steel for slab or footings?