dear engineers,
i inquire about the details shown in the attached file
i want to make a detail for continuous slab with cantilever without making any torsion effect on the supporting beam as the designer did not provide this beam with closed stirrups or side bars for torsion
i provide 3...
please my friends
i have attached a pdf with 4 details of columns to explain my first statements in my first post to clear what i want to say and understand
i want to know what are the right and wrong ones ( i recommend detail 2 and 4 to match the ACI318 statement that if i understand it...
dik (Structural)28 Mar 17 02:04
Standard Detail attached:
http://files.engineering.com/getfile.aspx?folder=49537674-f692-45f7-887a-f0
What is the name of this document/book to get it?
Or can you send it to download??
Thanks DIK
dear engineers
i have a question about the following paragraphs taken from ACI 318
10.7.4 Offset bent longitudinal reinforcement
10.7.4.1 The slope of the inclined portion of an offset
bent longitudinal bar relative to the longitudinal axis of the
column shall not exceed 1 in 6. Portions of...
dear engineers
i have seen lots of details of slab on grade and i noticed that there is isolation joint between it and the sump pits ,cable trenches and elevator pits......are these isolation joints mandatory or they are optional??? and why i do it in such places???
have i to make isolation...
Dear all
i am confused about details of beam to column connection and reinforcement of wall corners
and i do not know what are the differences between it
Please see the attached pages .these are from a book with basis of EC2
1.detail A in Ms2 sheet use the u-bars states that distance x must be...
