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Author Message
  Topic: ETABS FLAT SLAB
prav_77

Replies: 1
Views: 1976

PostForum: SEFI General Discussion   Posted: Thu Jul 09, 2015 6:21 am   Subject: ETABS FLAT SLAB
please i need some comments on this.. as while i m design beams are failing to great extent in shear. and while i had run the analysis , only meshed slab shows deformation in animation not frames... c ...
  Topic: ETABS FLAT SLAB
prav_77

Replies: 1
Views: 1976

PostForum: SEFI General Discussion   Posted: Wed Jul 08, 2015 11:01 am   Subject: ETABS FLAT SLAB
DEAR SEFIAN,
AS i am quite a beginner in etabs.. i hv modelled a structure with flat slabs. please check weather i hv modelled it correctly or not...loading and properties are fine.. i just to ...
  Topic: TWO WAY CANTILEVER PORTION
prav_77

Replies: 3
Views: 3187

PostForum: SEFI General Discussion   Posted: Tue Apr 07, 2015 1:51 pm   Subject: TWO WAY CANTILEVER PORTION
sir, of course steel sections will be beneficial but due to some constraint it has to be rcc only... if i provide camber in these rcc beams equal to the deflection .. wont it be good?.. i can go up to ...
  Topic: TWO WAY CANTILEVER PORTION
prav_77

Replies: 3
Views: 3187

PostForum: SEFI General Discussion   Posted: Tue Apr 07, 2015 8:06 am   Subject: TWO WAY CANTILEVER PORTION
DEAR SEFIANS,
I m workking on a farmhouse of double strorey in which there is cantilever portion which is spanning in 2 direction.. see the attached drawing. i have taken beams of sizes 750X500 for f ...
  Topic: THREE VERTICAL LINE ELEMENT FOR SHEAR WALL
prav_77

Replies: 0
Views: 1124

PostForum: SEFI General Discussion   Posted: Thu Jan 29, 2015 6:49 am   Subject: THREE VERTICAL LINE ELEMENT FOR SHEAR WALL
DEAR SEFIANS,
please tell me how much can i rely on the results of shear wall if i model it with three vertical line element instead of surface element.
  Topic: Different grades of concrete and steel in same column
prav_77

Replies: 5
Views: 4420

PostForum: SEFI General Discussion   Posted: Thu Jan 29, 2015 6:36 am   Subject: Different grades of concrete and steel in same column
dear frnd,
U can reduce the grade of concrete but reducing the grade of steel will be of no use. u can reduce the Area of steel in upper storeys.

thnks & regards
praveen
  Topic: Load from slab on to the beams in RCC and STEEL
prav_77

Replies: 4
Views: 4379

PostForum: New Members make Test Posts   Posted: Sat Jan 10, 2015 7:16 am   Subject: Load from slab on to the beams in RCC and STEEL
dear vivek,
if u r considering the light weight roofing like acc sheets which is fixed over purlins . In this case we take member load or one way load. another example may b of precast slab or H ...
  Topic: can we get the area of steel tabulated results in staad pro
prav_77

Replies: 7
Views: 5341

PostForum: SEFI General Discussion   Posted: Thu Oct 16, 2014 6:21 pm   Subject: can we get the area of steel tabulated results in staad pro
dear frnd,
There is one software called DECAPLOT which uses staad output file and gives the steel area in DWG format.... it is the best software availble i can say ... i hv been using it for past ...
  Topic: STAAD Pro Doubt
prav_77

Replies: 18
Views: 17323

PostForum: SEFI General Discussion   Posted: Sun Oct 12, 2014 6:25 pm   Subject: STAAD Pro Doubt
dear frnd,
first of all , u should nt depend on the design results for any commercial software .. u can take analysis part and design manually.. u should be thorough with concept of designing... ...
  Topic: STAAD Pro Doubt
prav_77

Replies: 18
Views: 17323

PostForum: SEFI General Discussion   Posted: Sun Oct 05, 2014 10:50 am   Subject: STAAD Pro Doubt
dear Er,
yeah i have encountered the same problem.. i did nt go deep into that..
just do 1 thing.. change Y up in INPUT FILE and then use the combination of ROTATE and MIRROR COMMAND to adjust ...
 
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