Hello
i have a model of shell (wall) and want to use replicate command, the assigned loads are as (a/2) in the both ends and (a) in the midpoint, when i replicate in X dirction, in some end points (two end points make one midpoint in connecting points) the load becomes (a/2 +a) rather than...
i am new with SAP2000.v14, but want this program to use in my research, structural analysis for QE loading, please can anyone tell me how to learn it soon and in detail?
I ANALYZE A MODEL FOR SINE HORMONIC FOCE EXCITATION, BUT FOUND A WARNING SHOWN IN ATTACHED FILE, HOW CAN TELL ME, HOW TO DEAL WITH SUCH WARNINGS?
IS IT NEGLIGIBLE?
TNX
HALIM
Dear IJR!
thank you for your co cooperation;
the colors which i talk about are attached in this message.
http://files.engineering.com/getfile.aspx?folder=f3b2bef2-2bde-49da-91bf-8b962f5f3e2a&file=different_colors.doc
hi!
i am confused with solving this example, and do not know what is wrong;
the question is example 6-005 ( http://www.docstoc.com/docs/9914591/Problem-6-005 )
What i did is:(unites are set kips-in-F)
1)Po(t)=
choosen sine function for time history
2) Ks = 100 in linear case
3) Kd...
AH!
I learned by myself, may be important for others,
Go to Draw Mi> click on Draw 2 joint link, then you can define its properties, from Define Min> Section properties > link/support properties.
Hope it help you
I AM USING sAP2000 V14, AND SOLVING PROBLEMS THOSE FOR OLD VERSIONS, NOW I DONT KNOW, WHAT IS THE DIFFERENCE BETWEEN THE ISLATORS THEY NAMED IN HTE NEW VERSION? NAMES ARE DIFFERENT,
YOU HELLP IS HIGHLY APPRECAITED
i think the coeffeciant you have choosen is Ok, even you can choose 2.1, because the frame seems to be fixed in the bottom and free at the top (neglect the interaction between Beam-Col)
the attached is a table you can use
Hope it will help you...
i try to make a modal includes mass with a spring and damper connections(like supports). please tell me how to define these elements? and also who can tell me where is NLLink option in SAP2000 v14?
Thanks