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Tmoose, You are right, the problem that Client is not accepting the current status and he is considering this shape is not meeting the HSE requirements, we have huge quantity which is already erected, we need to find a solution away from cutting and welding

new photo, implementing coating seems good idea,can any one help and give me the material name please

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

Client didn't accept

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

I have to raise report to client to accept a proposal to solve this issue

Bar dia. T12 Foundation is isolated it is for building and the column is center column

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 already waited 28 days and did the special tests on the existing footing, it failed client didn't accept to check and adjust the design for 22 Mpa we have 2 options 1-remove the footing and reconstructing from the beginning 2-cont the pedestal bars and consider the existing footing as...

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

actually they are pipe support foundations with weight less than 9 t and we have also manholes less than 9 t