I have a few questions pertaining to Figure 29.5-1 in ASCE 7-10 using a square cross section for wind loading. When h/D>25, am I supposed to take a ratio to obtain a force coefficient value? Or is this the maximum value for the force coefficient when exceeding 25? Also, is the value of h the...
I am unfamiliar with the Canadian codes and am currently working on a job in Alberta, Canada. I am working with Grade 400 typical deformed steel reinforcement. What are the differences between the CSA G30. 18-09 and CSA G30.18 M92 in regards to the typical deformed steel reinforcement. Also...
I am currently working on a design of a deep foundation. I have found my applied moment through structural analysis and now I am looking for a way to find my required flexural reinforcement of the circular concrete cross section of the pile. I'm not exactly sure how to go about this part of the...
I am currently looking at NBC 2010 Earthquake Load and Effects to design foundations for a concrete silo. I have read the Users Guide - 2010 Structural Commentaries (Part 4 of Division B) and it states that NBC subsection 4.1.8 apply only to the seismic design of new buildings and should not be...
I am currently looking at NBC 2010 Earthquake Load and Effects to design foundations for a concrete silo. I have read the Users Guide - 2010 Structural Commentaries (Part 4 of Division B) and it states that NBC subsection 4.1.8 apply only to the seismic design of new buildings and should not be...
