Method of findingthe dry ingredient quantity of 1 m3
concrete.
Answer Posted / oretan omowunmi olatunde
volume of concrete considering 1m3
ration 1:2:4
1+2+4= 7
cement
1/7+40%(compaction)+5%(waste)
0.142+0.0572+0.00715=0.20735m3
density of cement = 1440kg/cm3
1m3 of cement = 1440kg/cm3
xm3 contains 50kg = 50/1440 = 0.035m3
no of bags of cement =0.20735/0.035= 5.92bags
Sand
2/7 + 40% + 5%
0286 + 0.1144 + 0.143=0.4147m3
3.33m3 of lorry = 5cubic yard
no of load = 0.414/3.33 =0.125load/m3
Granite
4/7 + 40 + 5
0.572 + 0.229 + 0.0286 = 0.8296m3
3.33m3 of lorry = 5cubic yard
no of load = 0.8296/3.33 =0.25load/m3
cements = 6bags
Sand = 0.125load/m3
Granite = 0.250load/m3
| Is This Answer Correct ? | 52 Yes | 25 No |
Post New Answer View All Answers
What is OSHA compliance?
I want to know the material required per square foot in rcc roof. i.e. steel: kg/foot, cement/foot etc.
Can anybody explain with the help of sketeches that what are 2legged , four legged & 6legged stirrups and how to calculate cut length of diamond ring(stirrups)?
how will remove spiderweb cracking in plaster ? what the reasone of make it ?
What is eccentricity in laymans term Can't understand bookish language .please explain in easy way.
what is the use if we fixed butterfly ties in column and masonry work joint?....where we have to fix(distance)..
What is thumb rule in quality and quantity estimation of a Residential building??
What is the density of Fiber reinforced concrete and give me the which fibers we can use in Concrete?
pls give me some basic informations in construction of a structure?
Which brick is best for construction ,either fly ash or AAC BLOCKS
find the discharge of water through a horizental venturimeter having 400mm dia at the inlet main and 150mm dia at thorat.if the diffrential gauge between inlet and thorat shows a pressure head of 25cm mercury. assume coefficient discharge 0.98 and specfic gravity of mercury as 13.6.
if the nitrates more than 45mg/l in water lead to disease then what is it called
I have certain queries, please help to solve. a) length of pile bore is 4m.excavation quantity will be area * length where area will be pi/4 * dia*dia. Is this right? b) It is a single reamed pile of 300m dia and reamed dia is 750mm. can any body help me to calculate excavated quantity of this bulb(reamed section),, concrete quantity in bulb with showing the formulas to be used?
how many digree of freedom in four bar chain
What are the advantages of cad?