I can't find the option where ETABS 2013 can generate an automated partial lateral wind loads according to Figure 1-16 in NBCC 2010 like it does in ASCE 7-10 figure 27.4-8
any body can help me to find this option ?
How can I find solution to make a sloped steel beam supported by a baseplate embedded into a top of concrete wall achieve the full bearing area as the beam will be tilted so the bottom flange will not be set on the baseplate to achieve a full contact area
every time I open sap file from windows I get database importing log file with 2 error below
*** Error Message 1 ***
Table name: OVERWRITES - STEEL DESIGN - CSA-S16-09
Attempting to get table name based on table key
Table key OVERWRITES - STEEL DESIGN - CSA-S16-09
is there something wrong...
I am modeling 3D steel frame and used 3D analysis, standard solver after running the analysis I got error in many joints like lost accuracy 13.2 digital and some with error diagonal<0
Note I released all beam ends and have bracing and all the supports are restraint u1 u2 u3
What is wrong with...
I am modeling 3D steel frame and used 3D analysis, standard solver after running the analysis I got error in many joints like lost accuracy 13.2 digital and some with error diagonal<0
Note I released all beam ends and have bracing and all the supports are restraint u1 u2 u3
What is wrong with...
