Search results for query: *

What are the best solutions to solve the issue of sharp edge shown in the below photos We have huge quantity and client didnt accept the current status

Gents, I have a crowded area of foundations, want to use the sand cement mix for backfilling, 50 kg cement for 1 MT of sand my question is how much the water ration shall be I need a reference please

Hi Guys, please try to help me urgently, I need the details of layers below the flooring tiles/Ceramic, and the most important thing my client is asking me for the reference

Hi what is the solution for this damaged bars shown in the picture

what is the difference between cellular screed concrete and slope concrete.

what are the safety holes in members

Hi, can any body give me the spec for heavy duty pvc conduit and the reference I want to know the wall thick for a conduit of 150mm dia

I have foundation 12 m x 3 m the distance between columns 10 m can you advice for the bar overleaping position

what is the Master Key System in buildings ?

We have poured the concrete of footing in foundation (please see the picture) the required concrete strength is 28 Mpa but it fail on 22 Mpa, what are the best solution for such problem http://i57.tinypic.com/2rmsax4.jpg[/IMG]]

when we calculate the hollow block resistance, for the stress shall we consider the whole area of the block or we have to deduct the hole areas from the block surface area R=P/A A: with holes area or without?

Hi, I am preparing the method statement of precast concrete manholes , what are the tests we have to do for the manholes before the backfilling. Thanks

What are the procedures and conditions that we must take in order to lift the precast concrete foundation, specially after how many days of pouring we can lift the foundation

Hi, Is there any code specify the main guidelines for preparing the Method statement for precast concrete.

Hi, My subcontractor ios asking me to provide him with the Torque value for bolts, but the specification of the project is telling that the bolts shall be SNUG TGHTINED,AISC360 is defining the snug tight condition as the tightness required to bring the connected plies into firm contact. I have a...

Hi, my subcontractor asking me to change the specification of steel plates to be S275 instead of S235 is there any problem to do this modification

I need to know the maximum allowable deflection for steel cone roof (actually it is a roof for storage tank)