Hi All,
Does anyone know about the Limitation of Horizontal and vertical Displacement of Soil and Retaining Wall in Canada. As i found in the Buidling Code 2012 but it not specifically.
Please help to give me some information on this.
Hi All,
Now, we are using the aluminum formwork for slab/ beam for typical slab with 4 day for slab cycle (that means after 1 day we will striking formwork for slab but keep shoring).
Client require us to check the long-term deflection of slab due to early striking of formwork. They worry...
Hi All,
Im dealing with the problem, how to design the voided slab (by using u boot system).
Doese anyone know the Code to be used for designing this slab system. Please advise.
Thank you.
Dear All.
Now im dealing with a problem. Our mat foundation is 4000mm thickness, we are planing to cast this foundation in 2 times (2 layers, layer 1 is 2m and layer 2 is 2 meters).
Now im dealing with the shear flow resistance at the shear plan (the interface between 2 casting layers)...
