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

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2 Answers  

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how many AAC blocks of size 600*200*225 mm are required for 1 cu.m of area

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plz send me civil q papers of hpcl

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what is idealized curve for concrere and steel

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where are using of one way slab ?

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0 Answers   AVS,

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