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PROJECT NO. 55006 MAHANAKHON STRUCTURAL DESIGN CONCEPT REPORT 9TH NOVEMBER 2012 Reference: Z:\2555\55006 - Mahanakhon\Design\01.Etabs_MAhanakhon 6th Floor, 153/3 Goldenland Bldg. , Soi Mahardlekluang 1, Rajdamrit Rd., Lumpini, Patumwan, Bangkok 10330, Thailand Telephone: (662) 652 1366 Facsimile: (
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   6  th  Floor, 153/3 Goldenland Bldg. , Soi Mahardlekluang 1, Rajdamrit Rd., Lumpini, Patumwan, Bangkok 10330, Thailand Telephone: (662) 652 1366 Facsimile: (662) 652 1365 Email: warnes@warnes.co.th Web: www.warnes.co.th    PROJECT NO. 55006 MAHANAKHON STRUCTURAL DESIGN CONCEPT REPORT 9 TH  NOVEMBER 2012 Reference: Z:\2555\55006 - Mahanakhon\Design\01.Etabs_MAhanakhon   MahaNakhon 55006 2  11 December 2015 Disclaimer and Limitation This report has been prepared on behalf of and for the exclusive use of Bouygues-Thai, and is subject to and issued in accordance with the agreement between Bouygues-Thai and Warnes Associates Company Limited. Warnes Associates Company Limited accepts no liability or responsibility whatsoever for it in respect of any use of or reliance upon this report by any third party. Copying this report without the permission of Bouygues-Thai or Warnes Associates Company Limited is not permitted. It is important to note that if there is any conflict between the information provided in this report and the information provided in the drawings and specification then the information provided in the drawings and specification will take precedence. Revision Record REV DESCRIPTION ORIG REVIEW BTL APPROVAL DATE CLIENT APPROVAL DATE A Second Issue S. J. Warne Vanich. N 9 th  Nov 2012 Distribution List NO. NAME COMPANY NO. NAME COMPANY 1 Bouygues-Thai 5 Archetype 2 Robert Bird - - - 3 Warnes Associates - - - 4 PACE - - -   MahaNakhon 55006 3  11 December 2015 CONTENTS CONTENTS  ............................................................................................................................................................... 3   1   INTRODUCTION  .............................................................................................................................................. 5   2   SCOPE  ............................................................................................................................................................. 5   3   PROJECT AND PROJECT TEAM DETAILS AND INFORMATION  ........................................................................ 6   4   DESIGN CRITERIA  ........................................................................................................................................... 7   4.1   C ODES  .....................................................................................................................................................7   4.2   D ESIGN D ATA  ............................................................................................................................................. 7   4.3   A NALYSIS S OFTWARE  ................................................................................................................................... 8   4.4   D ESIGN P EER R EVIEW  .................................................................................................................................. 8   4.5   T IME F RAME .............................................................................................................................................. 8   5   LOADING REQUIREMENTS  ............................................................................................................................. 9   5.1   D EAD L OAD (D)  ......................................................................................................................................... 9   5.1.1   Structural Sl! #$%t  ....................................................................................................................... 9   5.2   S UPERIMPOSED D EAD L OAD (SDL)  ................................................................................................................ 9   5.3   L IVE L OAD (L)  ...........................................................................................................................................10   5.3.1   Ara R&uct#'(  ................................................................................................................................10   5.4   S OIL AND W ATER P RESSURE (H)  ...................................................................................................................10   5.5   W IND L OAD (W)  ....................................................................................................................................... 11   5.5.1   D)#$( #(& S*& !'r Str($t% C'()#&rat#'(  ............................................................................. 11   5.5.2   D)#$( #(& S*& !'r Sr+#c C'()#&rat#'(  ...............................................................................12   5.6   S EISMIC L OAD  ...........................................................................................................................................13   ,   DESIGN LOAD COM-INATIONS  .....................................................................................................................17      STRUCTURAL S/STEM DESIGN  ......................................................................................................................20   7.1   G ENERAL DESCRIPTION AND GEOMETRY  .........................................................................................................20   .1.1   T% T'0r  ........................................................................................................................................21   .1.2   T% #ll  .............................................................................................................................................24   7.2   S TRUCTURAL S YSTEM S UMMARY  ..................................................................................................................25   7.3   S TRUCTURAL S YSTEM  .................................................................................................................................26   .3.1   SuStructur  ...................................................................................................................................26    .3.2   Su*rStructur  ................................................................................................................................39      DESCRIPTION OF S/STEM -EAIOR  ...........................................................................................................59   .1   D EFLECTION CONTROL  ................................................................................................................................59   .2   F LOOR V I!RATION  ......................................................................................................................................59   .3   H UMAN C OMFORT  ....................................................................................................................................59   .4   L ATERAL STA!ILITY  .....................................................................................................................................60   .5   ! UILDING !EHAVIOR  ...................................................................................................................................60   .5.1   Sr+#ca#l#t6  ...................................................................................................................................60   .6   M ODELING AND A NALYSIS  ...........................................................................................................................62   7   OPERATIONAL AND PERFORMANCE REQUIREMENTS  .................................................................................63   18   CONSTRUCTION  ............................................................................................................................................65     MahaNakhon 55006 4  11 December 2015 11   CONSTRUCTION MATERIALS AND PROPERTIES  .......................................................................................65   12   NUM-ERING S/STEM  ...............................................................................................................................66   13   APPENDI9 A : E9TRACT FROM PU-LISED LITERATURE TAT COMPARES OTER RECOMMENDED METODS INCLUDING ASCE  .....................................................................................................................67   14   APPENDI9 - : CALCULATION OF IND FORCES FOR STRENGT DESIGN FROM IND TUNNEL TEST  ..68   15   APPENDI9 C : COMPARISON OF OCCUPANC/ COMFORT CRITERIA ;CASE STUD/<  ................................73   1,   APPENDI9 D : LOAD COM-INATION ;FULL<  ............................................................................................76   1   APPENDI9 E : 12 MODE SAPES  ..............................................................................................................79   1   APPENDI9 F : IND LOAD GRAPS FOR 18 /EARS AND 58 /EARS ;UNIFORM MASS<  ..........................85  
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