Hello All,
I have a situation where I need to use an angle beam to support hollow core slabs. The angle beam will be welded to fixing plates that will be pre installed in a cast-in- place concrete wall. Each fixing plates have 4 bolts providing anchoring to the wall.
For the design, I have...
Hello everyone,
I am doing a design of a precast concrete wall with a point load from a beam reaction at its left corner. Besides the point load, the wall only have it own weight. There is a recommendation in old Swedish concrete code suggested that the effective width of the wall under a...
Hello everyone,
I am working on design of precast shear walls that have a system as shown in the Figure 2. The system was subtracted from the whole model as shown in Figure 1. SWT beams on Plan 2 (steel beams with an opened top for casting in concrete, Figure 4) will not carry vertical loads...
Hello everyone,
I am doing a design of a precast concrete shear wall. It is a one-story wall taking a horizontal force. Checking this wall alone, there is an uplift. I try to connect this wall with some walls perpendicular to it to gain some counter weight. As a result, the shear wall has a...
Dear All,
I am an engineer practising in Sweden. I am working with pile foundation design for a rebuilt a motor showroom now.
The idea for this project is to keep the existing vast raft foundation (this will only serve as a showroom floor at the end), re build new steel super structure (much...
