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Hi, thank you so much for your help. :)

Hi. Tks for your share. But pls give me more details about CFEM. Es, the horrlizontal disp. Of dwall.

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, Thank you so mụh :).

Do you have any free pdf?

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.

I had worked with some suppliers (like BASF), and they surely told that this method by using expoxy is possible. They said that this method will be the same with using epoxy for FRP (strengthening of structure by FRP).

Hi All, but ACI code, Designation: C 881 – 99, Standard Specification for Epoxy-Resin-Base Bonding Systems for Concrete1. It state that we can use expoxy for that type of structure.

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)...