1. STA STAAD.Pro AD.Pro Perform Analysis is:…………………………… 2. How many many types types of Model Models s are avail available able in in the Strutu Struture re !i"ard# !i"ard#
3. 1.wha 1.whatt is the differ difference ence betwee between n plate plate and and surfac surfacee 4. 2.sho 2.shortcut rtcut keys relat related ed to beams number numbering ing etc. etc. 5. 3. In Staad Staad we have only only add beam beam tool but but not add column column then then how can can you add columns!easy but logical". #. 4.what is name name of e$tens e$tension ion file file of your staad staad progra program. m. %. 5. Show Show the the &endi &ending ng mome moment nt 'nim 'nimati ation on (. #.show the &eam &eam or column column reinf reinforcem orcement ent diagra diagram m ). %.*ow shall shall you class classify ify your slab into into number number of finite finite element element panels panels 1+. (. *ow create a report report sheet of results. results. 11. ).,iffer ).,ifferences ences between between floor floor load and 'rea 'rea load 12. 1+.how to show stresses!ma$imum stresses!ma$imum stress etc" etc" 13. 11.wh 11.what at is meant meant by 'dd new window window 14. 12.*ow can you import the the 'uto-', drawing drawing into staadpro staadpro 15. 13.wha 13.whatt is meant meant by &eta angle angle 1#. 14.whe 14.when n we use section section database database tool. 17.
15.what is meant by Staad editor
18.
19.16. is load combination is necessary in staad pro design 20. $o $ou u an also edit the parameters in struture wi"ards models 21. %n Meshin& Parametri dialo& bo'( by default( bias value is ))) and divi value is ))). 22. %n onrete desi&n parameter( by default( value for lt *+lear +over top, is 23. -y default( esponse edution /ator 0a 0alue lue for Speial + Moment esistin& /rame is# 24. %n tra1 parameter( we have whih of the followin& values# 25. %ndian Standard +riteria for arth3ua1e esistant desi&n of Struture is# 24./or Plates( !hih one of the followin& is true# A, %n order to release a Plate you an release the -eams holdin& the plate
-, $ou an release the 5odes of the Plates. +, $ou an release more than one 5odes of the Plates. D, 6ptions - 7 +
28. %n +onentrated 9oad( P is :
Mar1s •
A, All of the above
•
-, /ore Diretion
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+, Perpendiular distane from the member
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D, 0alue of 9oad
2;. Dead loads are self?. How many types of meshin& we have in STAAD.Pro# >. @. !ith the help of whih of the followin& funtions( you an dupliate 5odes( -eams( and Plates( in the diretion of ($(B#
Mar1s •
A, +irular epeat
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-, Mirror
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+, Translational epeat
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D, %nsert 5odes
C. Pinned Support will have )))))) reations.
Mar1s •
A, 2
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-, 4
•
+, @
D, >
•
The ))))))))) &roup allows you to han&e the display of load arrows.
Mar1s •
A, Modelin& Sale
•
-, 9oadin& Sale
•
+, Displaement
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D, esult Sales
-..A.0.A supports :
Mar1s •
A, E -S C@??
•
-, %+ hapter 2
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+, %S @C4
•
D, All of the Above
The minimum and ma'imum limits of number of divisions of eah side are to ??.
Mar1s •
A, true
•
-, false
%n floor load( $ is the :
Mar1s •
A, Affetive hei&ht
•
-, /loor hei&ht
•
+, -uildin& hei&ht
•
D, All of the Above
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