Interested to Buy Any Domain ? << Click Here >> for more details...
Answer Posted / sjtbehera
managment information system ( MIS)
| Is This Answer Correct ? | 0 Yes | 0 No |
Post New Answer View All Answers
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
how many time use of plywood shuttering and IS code
what happening if we casting HV shunt reactor foundation pad at 50cm height different time (One day difference)
3. A vane 12.5 cm long, 8.8 cm dia was pressed into a soft clay at the bottom of borehole. Torque was applied and the value at failure was 55 N-m. find the shear strength of the clay on a horizontal plane.
WHERE CAN I GET THE PREVIOUS QUESTION PAPERS OF APGENCO FOR THE THE POST OF Tr.ASSISTANT ENGINEER(CIVIL)
how gradation of aggregates effect on slump of fresh concrete?
what is difference between GTS bench mark and temporary bench mark
what is the use in canals of longitudinal drains and cross drains in lining areas?
Pls provide me with the calculation or codes related to de- shuttering of flat slabs
01. a. Diagram of a slump cone…………… 1 b. Size of Slump Cone…………… 1 c. Volume of a slump cone by av. Dia method…………… 1 d. Volume of a slump cone by av. area method…………… 1 e. Volume of a slump cone by frustrum method …………… 1 f. Angles of slump cone …………… 1 g. Slump measured by slump cone due to…………… 1 h. Slump does not measured by cylinder / cube due to …………… 1 i) ii) i. Slump cone is to be filled in……………………..Layers.
What Is the Thumb rule to calculate depth and dia of pile required to carry specified load on differeent soil
What do you mean by honeycomb in concrete?
Minimum concrete cover in slabs, columns, beams, foundation and other st?
undistributed samples are obtained by
Calculation of Pier Cap with tapper area?
