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IMPORTANT: SHEAR WALL RCDC

 
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Arjun Jangid
SEFI Member
SEFI Member


Joined: 13 Feb 2020
Posts: 1

PostPosted: Thu Feb 13, 2020 8:57 am    Post subject: IMPORTANT: SHEAR WALL RCDC Reply with quote

Greetings,
According to RCDC software, the calulation in shear wall is-
Interaction Principle (Discrete Action)
Moment capacity check
Ptcalculated= 0.52
Reinforcement required= 32-T12 + 12-T12
Load angle= Tan-1(Muy/Mux) = 14.95 deg
Corresponding NA angle (beta)= 87.72 deg
MRes= 548.01 knm
MCap= 2576.78 knm
Capacity ratio= MRes/MCap = 0.21<=1
I cannot figure out how beta value and MCap value is calculated.

As mentioned,
Beta= It is a Neutral Axis angle corresponding to load angle to find out MCap

MCap= Moment capacity of section for NA angle at design Pu

Please help for the same.

Thank you.
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