Answer / maharshi

Gantry girders are laterally unsupported beams to carry
heavy loads from place to place at the construction sites,
mostly these are of steel material.

Answer / nitish chauhan

To Facilitate movement,wheels are attached to the ends of crane girders.These wheels moves over rails placed centrally over the girders which are called GANTRY GIRDER or CRANE GIRDER.

Answer / anil kumar vaddi

Gantry girder is a concrete or steel member of short
cantilever span to take heavy loads. (such as crane, rails
etc)

Answer / himanth kumar

It is a Beam consisting of Built-up section made with
Stanchions of Steel mainly meant for carrying heavy loads,
as well as Moving loads.

Answer / abdul rauf

This wheels moves over rail which are place another girder

Answer / ganga

Gantry girder is a steel member and it is a to transmit heavy loads and cantilever span

For 1:2:4 ratio the weight of cement is 50 kgs then how many kgs are the weight of sand and aggregate

4 Answers   Lanco, Reliance,

How to rectify thermal cracks (2mm wide, 9mm deep aprx. ) developed in tremix finished concrete floor?

3 Answers   L&T,

where bitumen emulsion is used

3 Answers  

please describe clear cover in column from stirups to face

5 Answers  

what is local scouring?

2 Answers  

I need Bhel engineertrainy test papers in civil engineering please send to email id - hisandy66@gmail.com

0 Answers  

What kind of soil has what bearin for pile work? eg sand with high water table collapses faster, black cotton soil is ideal, sand leads to more wear and tear of the boring consumables, rock takes longer and require rock augers etc etc

1 Answers   HCC,

Can any colleague send me the steel frame pictures of roofs, beams, columns, footings, roof bends, door bends etc. I shall be very gratefull.Suhail_akhter@hotmail.com

0 Answers  

08. 4 main points about check list for Shuttering works are––– 4 i) ii) iii) iv) 09. 4 main points about check list for Concreting works are––– 4 i) ii) iii) iv) 10. 4 main points about check list for Plaster works are––– 4 i) ii) iii) iv) 11. 4 main points about check list for Brick works are–– – 4 i) ii) iii) iv) 12. 3 main points about Project delaying factors are––– 3 i) ii) iii) 13. Write down 60-grade M.S. deformed bar specification. 3 14. 3000 psi concrete means: 1 15. 4 main points about methods of wastage control are–– – 4 i) ii) iii) iv) 16. 1 main point about reasons for your honesty is : 1 17. Water cement mixing in hopper less mixture machine is better than hopper mixture machine because: 1 18. 2 main points about your role during roof casting are–––– 2 i) ii) 19. a. The weight of 3333m deform bar of 24.5 mm dia is…… 1 b. The weight of 300 rft plain bar of dia 1 is……. 1 20. The types of slumps are––– 3 i) ii) iii) 21. 4 main points about the causes of cylinder failure are––– 2 i) ii) iii) iv) 22. Detection of a beam & a girder are–––– 2 i) ii) 23. Curing is needed for–––– 1 24. The types of slabs in respect of size & shape are––– 5 In respect of size: i) ii) In respect of Shape i) ii) iii) 25. The types of Column in respect of size & shape are–– – 9 In respect of size: i) ii) In respect of Shape: i) ii) iii) iv) v) vi) vii) 26. 3 field tests & 3 Laboratory tests of bricks are––– 6 Field tests: i) ii) iii) Lab test: i) ii) iii) 27. 2 field tests & 1 Laboratory tests of sand are––– 3 Field tests: i) ii) Lab test: i) 28. 1 field tests & 1 Laboratory tests of M.S rod are––– 2 Field tests: i) Lab test: i) 29. a. The % of water absorbs by brick chips: …………… 1 b. The % of water absorbs by Stone chips: …………… 1 30. In respect of design: 5 a. The % of strength gains by concrete in 28 days= b. The % of strength gains by concrete in 14 days= c. The % of strength gains by concrete in 07 days= d. The % of strength gains by concrete in 03 days= e. The % of strength gains by concrete in 28 days without curing =

3 Answers  

How much bricks in 1sq.meter with thickness 9inch.

3 Answers  

How to calculate concret slab? W l t(4mts*5*2fts) ratio m25 grade pls tell me procedure

0 Answers   Ravi Group,

Whr should a joint be located in a beam if the provision of a joint is unavoidable??

2 Answers   BMTC,