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AMRITHA

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  • Gender
    Female
  • Location
    UAE
  • University
    KANNUR UNIVERSITY, KERALA, INDIA.
  • Employer
    M SALIM ENG. CONSULTANT

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  1. The stiffness modifier for beams = 0.35I column = 0.7I and slabs 0.25I. they are required to consider the cracking of the members. my question is why do we consider 35% of stiffness for beams while code says we can use 70% of stiffness for columns? what is the significance of the numbers 35 , 70 , 25??
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