Recent content by canaan

joint between precast wall in low rise building connected with steel plate . it mean that joint between wall will not resist shear force by concrete and cannot resist bending moment too. it carry only vertical load to lower wall. But in high rise building I fully assign as shear wall and design...

Who know the code or combination to calculate the number of piles to be used . I do not mean load combination on foundation . thank for help me

Is there any people know any codes telling about load combination to calculate the number of pile used in higrise building? In highrise building lateral load will caused additional load acting to pile. I mean actual load combination (not load combination to design foundation which have factor...

Thank a lot

I have to model 8 stories building using precast wall . My question is 1. How I model wall in Etabs in order to have pin connection between each wall . Joint connection between each wall if I use dowel bar . It cannot resist shear 2. In case I have to model building to resist...