Answer / ankit jain

R. Steel are provided for tension. In column max. tesile stresses are generated along the column face.

Answer / abhinay

because the neutral axis beam and carrying any load

Answer / raju

Because..if v provide middle bar..have 2 prvd cntrng too..giving cntrng in middle is affect to d column strngth..

Answer / israr ahmad

because it will not confine to concrete so column buckle easly.

Answer / sjtbehera

because it does not give any support to concrete

How can we calculate quantity of slab, beam @ column ? Beam should be calculated by deducting slab thickness or slab should be calculate in to in ?

5 Answers   SMC,

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14 Answers   Aimil, Daewoo, EIT, HCL, Logos, Pratibha Industries,

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6 Answers   SPCL,

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3 Answers   Unicel,

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what is the clear cover for shearwall?

0 Answers  

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hai,i completed my b.tech civil.Recently i wrote the appsc exam for managers water supply engg.I want answers for general studies and civil engg paper2.If any body know or written that exam send to my mail id is ruksana.sk08@gmail.com.

3 Answers   APPSC,

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methode of psc girder stressing

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2 Answers  

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What is the neutral axis depth factor formula

1 Answers   Aditya Birla, NTPC,

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