ONE WAY SLAB DESIGNI. DESIGN CRITERIA:Material Specifcations:275 MPaYeild Strength of Steel (te!" #ar$% f&' 27( MPa2)"(* MPaFactors:Dead Load' +",Li-e Load' +"7)"*Loadings:.on/rete 0 21"5 2N31.eiling (Wood 45rring$ 0 )"+2 2Pa.erai/ tile 0 )"77 2Pa.eent 4ill 0 )"+5 2PaEle/tri/al 6tilitie7 0 )"+2 2PaMe/hani/al 6tilitie7 0 )"2 2Paadd 2Paadd 2Paadd 2Paadd 2Paadd 2PaMi/ellaneo57 0 )"+ 2PaBa7i/ 4loor Area 0 +"* 2PaE8terior Bal/onie7 0 2"* 2Pa9oof De/27 0 +"* 2Paadd 2Paadd 2Paadd 2Paadd 2Paadd 2Paadd 2PaII. DIMENSIONYeild Strength of Steel (ain #ar$% f&'S!e/i:ed .o!re77i-e Stre77 of .on/rete% f;/'Strength 9ed5/tion% 2NC=9E4> MPaD 0 =9E4> =9E4>3se 4 5 6REF7Longer S!an% La'Shorter S!an% L#'SEE NSC! "#$#Factored 3ni8or0l9 Distri%'ted Load( :':E+ 0 SEE NSC! "#$#Din 0Da8 0M5 0 SEE NSC! "##$950D+ 09eF5ired Steel Area% A7t'Spacing( S: (57e the 7alle7t$a. S+ 0;%. 1h 0;c. 0M5 0 SEE NSC! "##$950D+ 0=9E4> 2=9E4> 2)) 27) 25) ,5) Thus, use 10 mm diameter bottom bars at 200 mmon center at SupportsAt Rig *!aBea Weight' +"BB 2N3Sla# Weight' ++"77 2N3Other' 2 2Pa17",2 2N3III. RE23IRED STEEL REINFORCEMENT)"B5)"))5)*)*)")27*(*2)"17+($)).>),) *N?0 272 2NCAt S'ppots:Yeild Strength of Steel (ain #ar$% f&'.o!re77i-e Stre77 of .on/rete% f;/'2N31Strength 9ed5/tion% MPa)).+@+,,*N?0)$.#,"*N?0A;7 0 E+ 0A72 0 D# 0A7+ 0 Din 0a0 D 0f;7 0 .o!5ted M':.o!5ted M5'*N?0SEE NSC! "#$#*N?0B))))+)1)",, +"2BB)5!' 5 >)@.>$N