I used Etabs software to analyse a high-rise building. And I want to use templated UBC-codes inside to calculate the Seismic load. My question is: whether or not I have to control the seismic load by base shear load which is manual calculation? (just for more clarification: I can control this by input the scale factor into Eartquake definition in Etabs) I would highly appreciate your answer.
Give some examples where proc report’s defaults are different than proc print’s defaults?
What is python encapsulation?
what is virtual kef figures? what are the uses and in which case supposed to be use?
How do I open a cab file?
Discuss the nature and types of secondary data sources. Also discuss the data research procedure.
How to get the definition of a view out of the sql server?
How we install and terminate the wire of pressure transmitter and temprature transmitter. Give full explanation.
What is composite key in hibernate?
What is routerstate?
What is difference between equi join and natural join?
What packages are used by jdbc?
How many classes can any class inherit java?
Explain the status records in idocs?
What is a procedure in pl sql?