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I got a concrete base to do 2200 x 2200 x 150 mm can you tell me how to calculate the quantity of cement to use
1 3123how do i remedy a foundatiom that the column bases was cast and aftet 28days crushing the conprehensive strength of the concrete fall below the specification 25N/mm2
1932Post New Civil Engineering Questions
The portion of a brick cut across the width is called?
whou haat goals do you have in your career
What are the methods in tiles flooring ? What are the methods in brick work? What are the methods in plastering ? What are the methods in wall tiling?
please give the detail design for the soring and shuttering for 8.5m deep excavation in the sandy soil for 25x10 rectangular streaches
What is the value of live load that should be incorporated in design of locker room and cash vault room while designing a building for commercial bank?
01. a. Diagram of a slump cone…………… 1 b. Size of Slump Cone…………… 1 c. Volume of a slump cone by av. Dia method…………… 1 d. Volume of a slump cone by av. area method…………… 1 e. Volume of a slump cone by frustrum method …………… 1 f. Angles of slump cone …………… 1 g. Slump measured by slump cone due to…………… 1 h. Slump does not measured by cylinder / cube due to …………… 1 i) ii) i. Slump cone is to be filled in……………………..Layers.
What year was the keystone power plant in Indiana County constructed?
what is relation between SPT N value and driving piles after conducting a soil test?
How many litres of water used for curing of 1000sqft of slav
do we consider shrinkage factor for calculating cement consumption for CM mixes for different works?
Labor requirement for each item needed? Lean Concrete 103.550m3 Concrete for Foundation and Structure 1753.000m3 Expansion joint 288.000m Contraction joint 127.000m Dowel bar 450.000m
Permissible wastage of cement as per IS code ? In which IS code I get it?
I need Bhel engineertrainy test papers in civil engineering please send to email id - hisandy66@gmail.com
I used Etabs software to analyse a high-rise building. And I want to use templated UBC-codes inside to calculate the Seismic load. My question is: whether or not I have to control the seismic load by base shear load which is manual calculation? (just for more clarification: I can control this by input the scale factor into Eartquake definition in Etabs) I would highly appreciate your answer.
What are the points to be considered for calculating cement reconciliation. a)Do we need to deduct the wt of cement bags b)Do we need to adjust the qty due to wt loss during transportation, loading unloading etc or else each bag can be considered as 50 kg bag c)What is the proportion of mix cover block making.
