Interested to Buy Any Domain ? << Click Here >> for more details...
Answer Posted / anshuman tyagi
Management Infomation System. It is used for View data in
one shot so that decision can be taken.
| Is This Answer Correct ? | 24 Yes | 1 No |
Post New Answer View All Answers
What is semirigid connections?
HOW SOON CAN YOU TRAVEL DON TO ANY LOCATION POSTED U?
how much of the strength comes from post-production curing
one steel fixers how much ton steel fabrication he will do same how much tone he will binding?
How to calculate the quantity of cement mortar 2" for mosaic tile fixing 12"x12"?
what are the types of design? which type of method is used at what type of design & why?
Sir how to find cutting length for footing steel bars in the shape of "u"
how much used soil in 1 brick of standard size?
"how can we find the approximate quantity of materials using in a building or total Expenditure in percentage for rough estimate after known the construction area(sqm)".please if you know something about that please post the answer.
How good are the Weinerberger Porotherm bricks that are being used in construction in Chennai, India. Its being used in non load bearing walls and has a compressive strength greater that 35 kg/cm^2 and a density of approx.694 - 783 kg/m3.
hi, i am appearing in HPCL(CIVIL ENGG.)exam. plz send me placement paper of this exam if u are having
why the cracks occurs in NP3 class Hume Pipe ? And what is bearing capacity of it?
What is capicity of cap lock scffolding stander(vertical member) and ledger of different size?
Design a reinforced concrete combined footing (rectangular) for two columns located 3.60 metres apart. The overall sizes of the columns are 40cm x 40cm and 69cm x 60cm and the loads on them are 1000 kn and 1500 kn respectively. The space available for the width of the footing is restricted to 180cm. The S.B.C. of the soil is 280 kn/mm2 use M15 concrete.
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
