what is the maximum height of 230mm fly ash brick wall without lintel??
1.Per day is 1m height we are constructed but maximum height of the wall(230mm). In half brick work we have put Reinforcement in every 4 layer or 1m lintel bend provided.
2. 230 mm brick wall height my site -3650mm & 4050mm its ok with out lintel/bend ?
Sir I am Anil Bhatia and i am looking for analysis of batching plant - kindly help - the one attached I have reviewed but few doubts - my number is 8860068118
SIR I AM CURRENTLY IN 3RD YEAR CIVIL
AND I WISH TO TAKE UP ESTIMATION AND COSTING AS A CAREER . SIR HOW SHALL I PROCEED FROM HERE ON APART FROM MY SYLLABUS TO GAIN KNOWLEDGE? I HAVE SEARCHED AND NOT REALLY GOTTEN A CLEAR PERSPECTIVE OF THIS DEPARTMENT. HELP WOULD BE LARGELY APPRECIATED. THANK YOU SIR.
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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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
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
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
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nicmar after ur college