rock anchor in sap

[isorplor]

Now I'm design about retaining wall.
and I have some problem about overturning.
I want to use rock anchor DB40mm Fy500 MPa embeded in rock
(see in attached file

http://www.4shared.com/photo/--dDgls_/1_online.html

)

I don't know how to analysis and model with sap2000.
I want to limit capacity of anchor 400 kN

 

[johnbridge231]

I would prefer hand calculations for this case, as SAP won't be able to easily simulate the uplift if the wall tow.

Analysis and Design of arbitrary cross sections
Reinforcement design to all major codes
Moment Curvature analysis

http://www.engissol.com/cross-section-analysis-design.html

 

[isorplor]

Do you have calculation example?
Thank you

 

[johnbridge231]

I am afraid no right now...

Analysis and Design of arbitrary cross sections
Reinforcement design to all major codes
Moment Curvature analysis

http://www.engissol.com/cross-section-analysis-design.html