#Concrete mix design excel full
#Concrete mix design excel trial

System Requirements: Microsoft Excel 97/2000/2003 and later Again if for example more fine aggregate is required, one control will adjust all the course aggregates and all the fine aggregate volumes and weights automatically. If for example extra water, cement or any ingredient is adjusted, simply adjust the yield control back to the required amount ie.1000 (1 cu m) and the aggregates are adjusted automatically. The program makes it simple to adjust mixes. Mix Design: User friendly interface means the program can be used as a tool to produce a simple concrete mix or by using the advanced features enables the user to produce accurate complex mixes using multiple cements, admixtures and aggregates. The spreadsheet is fully operational and will work approximately 30 times before some features become unuseable (demo mode). Aggregate moisture can be adjusted and batch weights produced.'Р”В¬ONDEZ12.XLS - At last a simple to use, fully integrated mix design and batch program with built-in features not found in any other software. Combined grading is graphed as you design a mix. Sieve analysis can be entered for up to twelve course and fine aggregates. Up to six aggregates, four cements and five admix can be blended in any one mix.

Unique easy to use features for proportioning aggregates etc.

#Concrete mix design excel full

You're Reading a Preview Unlock full access with a free trial.Comprehensive Excel spreadsheet for concrete mix design and batching.

#Concrete mix design excel trial

Guantities Per mРѕР‚Р‚ Per trial mi% o' !.!8m РѕР‚Р‚ ,here 'ore the quantities o' the constituent materials per m РѕР‚Р‚ are: Step +РѕР‚Р‚ Cement Content 7rom РѕР‚вЂ n'ormation derived 'rom steps РѕР‚Р‚ to 4 the required cement content isР”В¤.РѕР‚Рѓ Eelative density o' aggregate РѕР‚вЂ¦SSРѕР‚вЂћ6 4.2 Concrete density 4.РѕР‚Р‚ ,otal aggregate contentР”Тђ.РѕР‚Рѓ РѕР‚в‚¬rading o' РѕР‚вЂљne aggregates Dpass #!!Fm seive 5.2 Proportion o' РѕР‚вЂљne aggregate 5.РѕР‚Р‚ 7ine aggregate content '.*0&РѕР‚С“ ) the (ater cement ratio needed to produce a strength o' РѕР‚Р‚#25psi concrete is 'ound to -e appro%. 4 to РѕР‚Рѓ РѕР‚Рѓ/2in Step'РѕР‚Р‚ Estim&tion o# mixin% (&ter &n) &ir 'ontent Considering concrete as non'air n on'air'entrained 'entrained concrete since the e%posurre conditions areР”В§rom ta-le #.РѕР‚Р‚.РѕР‚Р‚ a-ove the appro%imate amount o' mi%ing (ater to produce a slump o РѕР‚Р‚!!l-/ydРѕР‚Р‚ Step *РѕР‚Р‚ Se$e'tion o# (&ter-'ement or (&ter 'ementitious m&teri&$s r&tio 7romР’В T&/$e. РѕР‚С“e are using concrete o' strength РѕР‚Р‚#25psi the equivalent o' 25N/mm2 Step 1РѕР‚Р‚ C!oi'e o# S$umpР”Р€ Slump to -e used (hich is almost equivalent to the РѕР‚Р‚!'#!mm (ill -e РѕР‚Рѓ'2inches Step 2РѕР‚Р‚ A%%re%&tesР”В vaila-le aggregate si&e to -e used is as graded 'rom No.

РѕР‚вЂћetermine the proportions 'or a trial mi% o' !.!8m РѕР‚Р‚Р’В РѕР‚вЂ¦!.РѕР‚Рѓ yd РѕР‚Р‚6 'or the 'ollo(ing Mix Component Properties Characteristic compressive strength: 25 N/mm2 at 28 day Portland cement: Class 42.5N Slump required: РѕР‚Р‚!'#! mm $a%imum aggregate si&e: 4! mm $a%imum 'ree'(ater/cement ratio: !.5! $inimum cement content) 2*! +g/mРѕР‚Р‚ ,here are no previous control control data -ut a margin margin o' РѕР‚Рѓ! N/mm2 has -een speciРѕР‚вЂљed 0ggregate type: 1ncrushed 0ggregate relative density: 2.5 Assumptions ,he concrete (ill (ill -e used in an area (here there is limited limited severe conditions.