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Hi Deshmukh G , Very good morning

I am facing the one little problem in the calculation , curing compound efficiency testing according to BS 7542:1992 given the formula in clause No 8 for efficiency , they are not simplify of Ec . I have searched lots of reference but cannt if you have any reference or idea please share to me . we are performing the test & taking Ec=Wc .

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3D printing technology needs to implement in India.

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Hello Friends, This is Chirag Kanabar from Jamnagar, Gujarat.

I have done Diploma & AMIE in Civil Engineering. Presently working as a QA/QC manager in Chevrox Construction Pvt. Ltd. (Gujarat). I am having total 11+ years of experience in QA/QC-Civil. I had worked with L&T Hydrocarbon, Shapoorji Pallonji & Co. ltd. and Enercon India Ltd. (Wind mill sector).

My self Rajakumar Pinninti working as QA/QC Engineer at Ghana railway project, Africa in Afcons infrastructure limited....previously worked in GMR and NCC limited and having 5 years work experience in QA/QC dept.I have delivered guest lectures in many no of engineering colleges on Career guidance & industrial Exposure and also on technical topics in my vacation time..I have interacted with more than 20,000 civil stud

reinforcement reconciliation please shear

Myself Probir Sarkar Civil Engineer 30 Years’ in Estimation, Costing, cost control, QS, Billing, Planning, project coordination, Commercial & Contract

Hi Im Elmer Isubol Civil Engineer from Philippines. My field of concentration is in operations and project Management

I am Civil Engineer had 25 Years of Experience in QMS and Concrete management, worked in various part of India and Abroad, I had been mega Project as QC Head in T2 Mumbai Airport, Dubai World Trade center interchange road, Karwar Naval Base, Qatar Stadium etc

Can you please suggest concrete mix that can act as slurry cum concrete of grade M40, as we wanted to avoid cost incurred due to slurry which is waste once concrete flow in and it will also save time majorly

Dear Sir,

One of our client asked the ratio for cylinder/cube is 0.8 in harden concrete after 28 days. But in is 456 cylinder/ cube ratio for core sample is 0.8.but as per ASTM, ACI for higher grade minimum cylinder strength should be Fck of the design. Is there any reference for ratio 0.8 or it is compulsory cylinder/ cube 0.8 is must?

Kindly clarify


Thanks & regards
ASOKAN.S

pls i want note on site instruction

Hii

can anyone tell me how do i decide rebar steel percentage in structural design of columns and beams of a 9 story building in ETABS software?

May god fill your day with love and laughter.

May god fill your day with love and laughter.

Hope you have a wonderful day .

Hope you have a wonderful day .