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it is ... even if u put many items with diffirent units..sap2000 still able to organize 'm and give u what u r looking for check the values of (m.o.elasticity) , stiffness, poison ratio ..maybe they made the difference between the results

hi regarding the first part of ur question...i guess having the shell element dimension 0.5m*0.5m will give u what u want..but i'm not quite sure that i understood the second part...but anyway if u mean the design moment...u don have to use the maximum value cos it's not true u might use the...

yes there is but most of sap2000 users consider it difficult (they used to do it in the past when using sap90) sir.. all u have to do is to generate ur geometry using sap 2000 and then use the editable file s2k and generate the solid element the same way as sap90.... and the re import the file...

hi more details please about the operating system thanx

hi could u explain in details please?? thanx

hi... of course u should not get the results of the c.l. of the column...cos it doesnot reflect the real thing ... but what we do we take a 80% of the bending moment measured at a certin distance which is 1/2 of the column offset distance.... hope that would help..

i used it L/600 BOTH DIRECTIONS

i know software that can help....it's name is safe<br>go visit <A HREF="http://www.csiberkeley.com" TARGET="_new">www.csiberkeley.com</A>

we always design it as a beam on elastic foundation...<br>using any FEA sofware...

i agree with Ron but i would think 20mm is better be...<br>we dont have to forget the wieght of this panels ..<br><br>so 2 cm is great...i hope that make it logical.

try to perform a search for a book called &quot;Theory of structures&quot;...maybe u can find it helpful to you...i hope so

maybe u should provide more information about the surrounding area

i think sap 2000 and staad 3 will help u very much<br>also <br>safe for designing slabs<br>etabs for designing frames<br><br>just visit <A HREF="http://www.csiberkeley.com/" TARGET="_new">http://www.csiberkeley.com/</A><br><br>contact me if u need any help

thanx....

i worked in the design of quay walls and it was 1.25 when check overturning and 1.5 when check sliding...but as eureka said there are a lot of factors affecting this factor of safety.<br><br>i hope this could help

SAP2000 IS A VERY GOOD PROG. FOR ANALYSIS AND DESING USING FEA...ALL KIND OF STRUCTURES LINEAR AND NONLINEAR <br><br>STAAD PRO ALSO DO THE SAME AS SAP2000<br><br>SAFE IS A PROGRAM FOR DESIGNING SLABS<br><br>ETABS IS A PROGRAM FOR DESIGNING FRAMES<br><br>AUTOCAD IS A&nbsp;&nbsp;GREAT PROGRAM FOR...

really thank u for this advise ..it's really very useful site...specialy a little number of the useful sites outthere.

i guess slab thickness should not be less than 12&quot; because of the stability of the structure&nbsp;&nbsp;(i mean in the mid span and u can increase it in the corners because of the&nbsp;&nbsp;transfered moment from the walls..anyway u 've got to check stresses after&nbsp;&nbsp;each assumption

what about column head or drop pannels ?...they both work <br>i suggest column head specially u mentioned that heavy reinforcement....and if u think about drop pannel u should take care of the depth

STAAD PRO OR SAP2000 IS USEFUL AND WILL MAKE IT SO EASY FOR U....U CAN CONTACT ME FOR ANY HELP<br><A HREF="mailto:topgunn77@hotmail.com">topgunn77@hotmail.com</A>