# Mat Chapter24wex

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Mat Chapter24wex
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## Solid Mechanics

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COMPOSITE FLOORS - II Structural SteelDesign Project Calculation Sheet Job No:Sheet 1 of 7  RevJob Title: COMPOSITE SLABWorked Example - 1 Made by SSSR  Date 14-05-00 Checked by  PU  Date 08-08-00 Version II24 - 8  COMPOSITE FLOORS - II Ce!k e ade#\$a!% o& e !o' ('\$o\$) !ompo)( e pro&(led de!k )la* +(  )pa') o& ,5 m Te !ro)) )e! (o' o& e pro&(led )ee ('. () )o+' (' /(. A1 Te )la* () propped a e !e' re d\$r('. !o') r\$! (o' ) a.e   γ   ap   1152 M30 !o'!re e () \$)ed 1.0Decking Sheet Data: 6a a () ake' &rom ma'\$&a! \$rer7) a*le)  ) (eld ) re'.  o& ) eel2&   %p   380 9:mm 3  6e)(.' (!k'e))2 allo+('. &or ;('!2    p   08< mm E&&e! (=e area o& !ro))-)e! (o'2A  p   1185 mm 3  :m Mome' o& ('er (a2I   p   05> ? 10 <   mm 4  :m Pla) (! mome' o& re)() a'!e M   pa   4@3 k9-m:m 6() a'!e o& !e' ro(d a*o=e *a)e e  ,0 mm  Version II24 - 9  151,113Top o& )la* 80 40e  ,0 Pla) (! 'e\$ ral ax()Ce' ro(dal ax(),001,8* o   1<3e  p  ,,    p  08<  A  p  1185 mm 3  :m I   p  05> ×   10 <   mm 4  :m Fig. A1 Cross-section of composite slab  COMPOSITE FLOORS - II Structural SteelDesign Project Calculation Sheet Job No:Sheet 2 of 7  RevJob Title: COMPOSITE SLABWorked Example - 1 Made by SSSR  Date 14-05-00 Checked by  PU   Date 08-08-00 Version II24 - 10  COMPOSITE FLOORS - II  6() a'!e o& pla) (! 'e\$ ral ax() a*o=e *a)e2 e  p   ,, mm Re)() a'!e o =er (!al )ear2    pa   4@3 k9:m  /or re)() a'!e o lo'.( \$d('al )ear2 m  184 9:mm 3  k  005,0 9:mm 3  Mod\$l\$) o& ela) (!( % o& ) eel2 E  a   30 ? 10 5  9:mm 3 2.0oa! Data:  Load)k9:m 3  /a! ored load)k9:m 3   Impo)ed load45450 ? 150  <>5  6ead load o& )la*341341 ? 1,5  ,35 Co') r\$! (o' load15 150 ? 150  335 .0#rofile! steel sheeting as sh\$ttering: ,1 E&&e! (=e le'.  o& e )pa'Te pro&(led de!k )ee () propped a e !e' re a) )o+' (' /(. A3 A))\$me e op &la'.e) o& e )\$ppor ('. ) eel *eam) are a lea) 015 m +(de a'd e+(d  o& e prop () 'e.le! ed Te e&&e! (=e le'.  o& ea! o& e +o )pa') () .(=e' *%Te dep  o& e )ee ('. () >0 mm . Version II24 - 11 mm1>103>0150,500 e  =+−= 
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