I require a services of a UK Chartered Structural Engineer
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Post a project like this£250(approx. $313)
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Description
Experience Level: Expert
I need a UK based Chartered Structural Engineer to check and verify whether the design and drawings comply with the UK Structural Design Engineering best practices
The following documents have been enclosed:
1) Architect basic drawings.
2) Structural design calculations.
3) From the ground investigation report t, we also need confirmation whether we can establish and confirm that permissible bearing capacity under the foundation depth will be 100kN/m minimum or less/more. We are happy to keep P.B capacity at 100kN/m even if ground investigation reveals it is higher.
Also, just advise on temporary works where front and rear UCs will have old concrete prd foundations at the same time under to ground beam.
Also comment that temporary supports LHS/RHS pair of UCs if this is acceptable and temporary beam being installed over the spans of foundation basis full width of 1 Brick party walls and is it good practice or not to remove old concrete foundations if found protruding outside of the party walls. Please advise the landlords consultant reports already indicates the old pad foundations to both front and back UCs were not completed in single pour and they also made issue of the original foundations to party wall was left in when these foundation bases were cast.
The complete structural design calculations and structural drawings/details to be checked by a chartered structural Engineer with own indemnity Insurance and point out in writing on letterhead that the complete project scheme including temporary design works are correctly completed to British standard set out for such project. You have checked the documents thoroughly and sort full if any must be relayed to us in writing so we can address this accordingly before your written confirmation.
Can you please advise your charges and time scale for completion of this checking procedure and verification at the earliest?
Regards
Masood Akhtar
The following documents have been enclosed:
1) Architect basic drawings.
2) Structural design calculations.
3) From the ground investigation report t, we also need confirmation whether we can establish and confirm that permissible bearing capacity under the foundation depth will be 100kN/m minimum or less/more. We are happy to keep P.B capacity at 100kN/m even if ground investigation reveals it is higher.
Also, just advise on temporary works where front and rear UCs will have old concrete prd foundations at the same time under to ground beam.
Also comment that temporary supports LHS/RHS pair of UCs if this is acceptable and temporary beam being installed over the spans of foundation basis full width of 1 Brick party walls and is it good practice or not to remove old concrete foundations if found protruding outside of the party walls. Please advise the landlords consultant reports already indicates the old pad foundations to both front and back UCs were not completed in single pour and they also made issue of the original foundations to party wall was left in when these foundation bases were cast.
The complete structural design calculations and structural drawings/details to be checked by a chartered structural Engineer with own indemnity Insurance and point out in writing on letterhead that the complete project scheme including temporary design works are correctly completed to British standard set out for such project. You have checked the documents thoroughly and sort full if any must be relayed to us in writing so we can address this accordingly before your written confirmation.
Can you please advise your charges and time scale for completion of this checking procedure and verification at the earliest?
Regards
Masood Akhtar
Mahmood A.
100% (17)Projects Completed
9
Freelancers worked with
7
Projects awarded
24%
Last project
30 May 2023
United Kingdom
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