why 1.25 factor is to be multiplied to cylindrical strength of concrete while getting the equvalent cubical strength of concrete?
10 20035wat is six sigma course ? is it good for civil engineers . wat is pmp certification ? is it good for civil engineers .
CCCL,
1 5435what will be the weigth of 50 kg/sq cm and 30 kg/sq cm compressive strength solid concrete block of 200 mm ?
3 8096WHAT DO YOU MEAN BY MIX DESIGN OF CONCRETE?NAME THE VARIOUS METHODS OF CONCRETE MIX DESIGN.EXPLAIN I.S.METHOD OF MIX DESIGN
3416Post New Civil Engineering Questions
What are the advantages and disadvantages of lead products in construction?
What is Heavy Concrete & Normal Concrete
how much is the maximum compressive strength of soil cement and soil-cement-microsilica .
sir I got selected in rail vikas nigam limited and they call for interview but i don't what they will ask in interview please guide me if you have any experience
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.
What is the cost of formwork for columns/beams/rcc walls also what is the cost of shuttering for roof slab at height of 25 feet
100mm block work 64 bags of cement used 150mm block work 286 bags of cement used 200mm block work 20 bags of cement used patly work (M15) 293 bags of cement used mortar ratio is 1:5 how to calculate volume of sand in cum & no. of bags
Pls explain me about tension and compression in a flat slab
how to calculate labour strength for work for RCC,brickwork,blockwork,in &out plaster,flooring,dado,door frame & shutter,painting etc for constructing highrise building?
what is the steel difference between np-2 and np-3 pipes and weight also
what should be RCC material i.e iron rod(mm)x cement x stone x sand for laying of slab L 42'x B 22'x tk 0.375ft = 1nos & column of H 17'x15"x8" 2nos.
why we can use dust in concrete insted of fly ash
5. Two long boundary walls run parallel to each other at a center to center distance of 1 meter apart. The width and height of the first wall are 0.30 m and 2.5m respectively. While those of the second are respectively 0.18m and 3.5m. Plot the distribution of vertical stress intensity due to walls on a horizontal plane, 1m below ground level. The walls have negligible depth of foundation and are made of brick masonry (y = 19.2 kN/m cu)
Is there any course for billing available in Mumbai? If yes then please mail me the details..
How to get MEP technical,instaaltion & testing data for interview?