Introduction
this wall's are usually provided for staircase and lift shafts. they are design as conventional rc walls, but the connection detail of vertical and horizontal joints transfer the compression , Bending moment and shear force.
Failure modes
1. Shear slip
shear slip at the horizontal and vertical joints (when the L/h grater than 3 refer to below figure)
2. Flexural tension failure
Due to large overturning moment & small axial load. (refer to below figure)
3. Flexural compression failure
Due to combination of Axial force and Bending moment. ( refer to below figure)
Design of Cantilever precast wall
No comments:
Post a Comment