How To Do Concrete Mix Design/ Mix Design of Concrete As Per IS CODE : 10262 | SSD Condition By BIS

How To Do Concrete Mix Design / Mix Design of Concrete As per IS CODE : 10262 - 2009 | in SSD Condition by BIS METHOD. #Civilpositive #Concrete Mix Design #Mix Design of Concrete #Grade of Concrete : M35 #Characteristic Compressive Strength reqd. in field at 28 days = 35 MPa/ N/mm^2 #Types of Exposure = Moderate #Design Mix Target Slump = 150-175mm #Maximum size of Coarse Aggregate =20mm #Fine Aggregate = zone -3 #Specific Gravity of Cement =2.93 #Specific Gravity of water =1 #Specific Gravity of admixture = 1.21 #Specific Gravity of Coarse Aggregate =2.82 #Specific Gravity of Fine aggregate =2.65 *Water absorption of Coarse Aggregate = 0.86% *Water absorption of Fine aggregate = 1.25% In SSD Condition (#Note : SSD - Saturated Surface Dry Condition) #Concrete, #Design, #mix, #Mix Design of Concrete, #specific Gravity, #Coarse ,#Aggregate , #Fine Aggregate, #Cemnent , #Admixture, #Water cement Ratio, #water content, #Volume of Coarse Aggregate, #Volume of fine aggregate, #Design Mix calculations, ref code is : 10262-2009 #IS CODE USED IN DESIGN MIX OF CONCRETE 1. IS : 456-2000 2. IS : 10262-2009 3. IS : 10262-1982 If you have any problem on Design Mix Concrete or need any help comment on the video or contact with me vua "[email protected]" Please subscribe, share, comment & like for more useful videos......