Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

  • Congratulations TugboatEng on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

design of RCC wall element for the output of STAAD results

Status
Not open for further replies.

kags

Structural
Joined
Sep 28, 2002
Messages
22
Location
AE
I am analysing an RCC shear core wall ( Lift shaft)for
vertical and lateral loads by STAAD. I like to know how to design the element for axial load, Bending moments, shear force in both directions ?
 
Dear Kags,
From your STAAD analysis, you will get bending moments and direct forces per metre length at each node of each element. You could resolve these in two perpendicular directions, and then design the reinforcement in these two directions as per your local code of practice. While doing this, remember to add half of the torsional moment Mxy to the bending moment in each direction.

Cheers
Abhijeet Oundhakar
Design Engineer,
Rashid Al Owais Engg. Consultants,
Sharjah, UAE Abhijeet Oundhakar
Design Engineer
Rashid Al Owais Engg. & Consulting
Sharjah, UAE
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor

Back
Top