Trenno
Structural
- Feb 5, 2014
- 831
For equivalent static earthquake analysis, I require at least 72 unique load combinations.
I have the basic load patterns as follows:
EQX1 = X dir
EQX2 = X dir + e
EQX3 = Y dir - e
EQY1 = Y dir
EQY2 =Y dir + e
EQY3 = Y dir - e
Example combination = G + 0.3Q + EXQ1 + 0.3EXY1. Each EQ load can act in either a positive or negative direction. The number of required combinations quickly adds up.
Anyway, is there a quick way to set these combinations up?
What happens when you tick all three (X, X+e, X-e) in a single load pattern? Does it envelope them?
Reason I don't use the auto load combination function is that it names each combination with a generic UDWall#. Which isn't helpful when reviewing what is the governing case. In this instance, I also need to add an out of balance basement soil load to each of the EQ and wind cases.
Any help is much appreciated.
I have the basic load patterns as follows:
EQX1 = X dir
EQX2 = X dir + e
EQX3 = Y dir - e
EQY1 = Y dir
EQY2 =Y dir + e
EQY3 = Y dir - e
Example combination = G + 0.3Q + EXQ1 + 0.3EXY1. Each EQ load can act in either a positive or negative direction. The number of required combinations quickly adds up.
Anyway, is there a quick way to set these combinations up?
What happens when you tick all three (X, X+e, X-e) in a single load pattern? Does it envelope them?
Reason I don't use the auto load combination function is that it names each combination with a generic UDWall#. Which isn't helpful when reviewing what is the governing case. In this instance, I also need to add an out of balance basement soil load to each of the EQ and wind cases.
Any help is much appreciated.