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Question
what is tie-beam?where it used?
 Question Submitted By :: Civil-Engineering
I also faced this Question!!     Answer Posted By  
 
Answer
# 1
Tie beam is a beam connecting two or more columns for
making it more stiffns to make the structure as a frame for
stability. Tie beam not carry and vertical load of slab or
walls but take axial compression load so some time act as a
horizontal column.
 
Is This Answer Correct ?    67 Yes 5 No
Pradeep
 
Answer
# 2
The tie beam is a terminology used for a beam whose
function is not to carry the slab load but just to act as a
stiffner to the columns and thereby reduce the long column
effect. Sometimes it also acts as a damp proof course at
the plinth level and as a seperator for ventilators and
doors when placed at the lintel level.
 
Is This Answer Correct ?    63 Yes 15 No
Sanjeev Kumar Jain
 
 
 
Answer
# 3
tie beam is used to carry out thew lateral forces like wind and earth quick load ,and used as apart of the foundation to carry the weight of the structure ,and to transferred the load from the structure to the foundation and then to the footing 
Is This Answer Correct ?    24 Yes 33 No
Ahmad Daraghmah
 

 
 
 
Other Civil Engineering Interview Questions
 
  Question Asked @ 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 =   2
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Used Cement Mortar, Cement & Sand in 1 Square Meter or 1 Square Feet For 10-18mm Thick Plaster ? (1:6) (1:4)(1:3) Ivrcl 3
how to explain soil classification   1
why cracks are being developed in a structure? any specific reason? is there any remedial solution?   4
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what is the difference between factor of safety and partial safety factor.?? NTPC 2
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how much bags of cement will be in 1 cmt of having the ratio 1:3:6   6
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How many no of cement bags required to do the concrete with the proportions 1:1.5:3 for 4inch thickness for 100 sqft?   3
 
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