slab reinforcement computation

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SLAB DESIGN DIMENSION 5000 mm 2000 mm Design Type: ONE WAY SLAB click here no Longer Span, La: Shorter Span, Lb:

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It's about slab reinforcement computation using NSCP 2001

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SLAB DESIGNDIMENSION5000 mm2000 mmDesign Type: ONE WAY SLABclick herenoLonger Spn! L:Shor"er Spn! L#:ONE $A% SLAB DESIGNI. DESIGN CRITERIA:Material Specifcations:2&5 M'%eil( S"reng"h o) S"eel *"emp+ #r,! )y: 2&5 M'20+-. M'actors:De( Lo(: /+0Li1e Lo(: /+&0+.Loa!in"s:2oncre"e 3 24+5 kN5m42eiling *$oo( 67rring, 3 0+/2 k'2ermic "ile 3 0+&&k'2emen" 6ill 3 0+/5k'Elec"ricl 8"ili"ies 3 0+/2k'Mechnicl 8"ili"ies 3 0+2k'(( k'(( k'(( k'(( k'(( k'Micellneo7s 3 0+/k'Bsic 6loor Are 3 /+.k'E9"erior Blconies 3 2+.k':oo) Decks 3 /+.k':oo) Lo( 3 k'(( k'(( k'(( k'(( k'(( k'II. DIMENSION%eil( S"reng"h o) S"eel *min #r,! )y:Speci;e( 2ompressi1e S"ress o) 2oncre"e! )Min Br Dime"er: /2 mmTemper"7re Br Dime"er: /2 mm2oncre"e 2o1er: 50 mm seeE?ec"i1e Dep"h! (: 0.0 mmIII. LOADSTotal Li)e Loa! $ress*re+ LL: /+. k'To"l 6c"ore( li1e lo(: ,.%, -$aDea! Loa! $ress*re+ DL: /+/- k'$eigh" o) Sl#: /2+.25 k'To"l 6c"ore( De( Lo(: '../'. -$aTotal actore! loor $ress*re: %%..0. -$a%%..0. -N12I3. RE45IRED STEEL REINORCEMENT0+@5 0+@50+0050./0+02&.-At 2i!span://+0&05 kNAm0+0522M'B 3 0+000/. 0+0050.5se 6 7 &.&&8&.25/0+./ mm200+.&0&5 450 mm/-50 400 mm050 mmThus, use 12 mm diameter bottom bars at 300 mmon center at MidspanAt Le9t S*pport:.+/&.- kNAm0+00/@M'B 3 0+000/52 0+0050.5se 6 7 &.&&8&.Longer Spn! L:Shor"er Spn! L#:#SEE NSC$ %&'&actore! 5ni9or2l: Distri(*te! Loa!+ ;*:C/ 3 SEE NSC$ %&'&Bmin 3Bm9 3M7 3 SEE NSC$ %&&':73B/ 3:eD7ire( S"eel Are! As":Spacin"+ S: *7se "he smlles",a. S/ 3 mm