How many cement bags of 50Kgs will be required for 2600sqft terrace with thickness of 5".
- 7 Answers
- 15889 Views
- I also Faced
- E-Mail Answers
Answer Posted / chetan patil
2600sqfoot*0.42=1092cufoot*0.20=218 cement bag used
| Is This Answer Correct ? | 0 Yes | 1 No |
Post New Answer View All Answers
Actually i am confused that how to calculate the bending moment for a semi-circular beam and curved slab.If any one have a good idea about the matter,please give the answer with a suitable example. Thank you......
Can anyone tell me the sequence of the activities in a drawing room, kitchen & Toilet including civil work, finishing, electrical & plumbing fittings
what is the water cement ratio of 1:6 and 1:4 cement sand mortar. reply soon
I measured pcc work as 15.34 m cube , the ratio is 1:5:10 ,want to know the cement, sand and metal used for pcc measured as 15.34 m cube at this ratio.
Why Is Propping Required For Long Structures Once The Form Work Is Removed?
What is the basic difference between OPC
what is column foundation
what is flashing?
How to do rate analysis for concrete work including shuttering work?
What is the absolute pressure scale?
Sir how to find cutting length for footing steel bars in the shape of "u"
for 200 kg of cement how is the mix proportion in kg for m25 grade of concrete
I used Etabs software to analyse a high-rise building. And I want to use templated UBC-codes inside to calculate the Seismic load. My question is: whether or not I have to control the seismic load by base shear load which is manual calculation? (just for more clarification: I can control this by input the scale factor into Eartquake definition in Etabs) I would highly appreciate your answer.
I have a slab of 20cm thickness of 20m by 4m in wich we are installing 15 tons electric panels , and we have put 4 H-shaped columns under the slab but we have done many cores in the slab which seems very normal , can you help me by telling me how to calculate the bearing capacity of the slab or give me an idea if i should increase more columns Note: load distribution area 12*1.5 m2
psc girder detail
