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Ductile detailing as per IS 13920

 
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ashish.balsawer
SEFI Member
SEFI Member


Joined: 26 Jan 2003
Posts: 1

PostPosted: Tue Jan 06, 2004 4:17 pm    Post subject: Ductile detailing as per IS 13920 Reply with quote

I am currently designing a building at Bhuj in Kutch, Gujarat which falls in
Zone V of the Indian seismic map. The bldg mainly consists of RCC shear
walls. The ductile detailing of shear walls is being done as per IS :
13920 - 1993 with the provision of boundary elements as per the requirement.
The clause 9.4.3 of the code specifies that if the gravity load adds to the
strength of the wall, its load factor shall be taken as 0.8.

Could anybody throw light on this clause, with respect to the design of the
wall having the following data:
Wall plan dimensions = 1175mm x 200mm
Wall height = 3325mm (clear height)
Ultimate Axial load Pu = 734 kN
Ultimate Shear Vu = 275 kN
Ultimate Moment Mu = 559 kN.m

Regards,
Ashish Balsawer

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