6 Questions 4 Answers 0 Followers
Questions related from Ahmad Zamanifar
Hello Are there any differences between shear requirements in slab+footing and beams in other codes such as CSA ....AS .... NZS EC .... ? I attached a sample mentioned in ACI-318. Ahmd.
05 June 2022 5,056 0 View
Hello all WHERE is it necessary to use #minimum #shear #reinforcement in shallow concrete #foundations? I am wondering between these two criteria: #ACI -18-2019 (phi*Vc) or...
20 April 2021 889 4 View
These beams have the same deep as the waffle has, and they have been detailed just like a beam for seismic requirements. Can these beams and columns act as a ductile frame?
21 January 2021 9,541 2 View
As you know better ,ASCE -7 SEC. 12.4.4 says:“In Seismic Design Categories D, E, and F, horizontal cantilevers are designed for an upward force that results from an effective vertical...
02 May 2016 662 2 View
Hi all Can anyone tell us why { in AISC-360 } shear lag is considered only for tension members and not in compressions ?? thanks
27 May 2015 2,879 4 View
We should pay a penalty for the construction of low ductile structures in high seismic zones and it is using a low reduction factor (Ru= ASCE-7 q = EUROCODE-8). Now the question is : Why it is...
01 January 1970 7,912 0 View
