Design of Cantilever Beam.xls | Concrete | Beam (Structure)

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diseño de vigas cantilever
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  DESIGN OF CANTILEVER BEAM  1Clear Span (opening ) 2.50 mtr  2500 mm2Wall width 0.40 mtr  400 mm3Super imposed loads 12.00 kN per meter run4ConreteM 20 unit weight 250007 m 13.3 5Steel f 415 !ensile stress 230 Nominal Co#er 25 mm$ffe%ti#e Co#er 30 mm Reinforcement Main !op 163 Nos& 'n%hor ars (ottom ) 102 Nos&Strirrups 8 120  to 300 mm %*% 4003502500 N*m 3 σ %% N*mm 2 N*mm 2 mm  Φ mm  Φ mm  Φ  3 nos&ars 162 nos.bars 160 720 1780200490 0 #REF! mm###10 mm 2 nos.anchor bars 8120 mm c/c 8 300 mm c/c (A)  s cton3 nos.bar o$ 162 nos.bars 168 300 mm c./c20010490 mm250mm(%)& cton at th n'250mm φ mm  φ mm  φ  2 ldg strirrup mm  φ  2 lgd strps mm  φ mm  φ mm  φ  2 lgd strps mm  φ  2 nos&an%hor ars  () s cton at s**ort pk+nandwana ,ahoo&%o&in  DESIGN OF CANI!E ER #EA$ C%e&r S'&n (o'enin) *2.50m  2500 mm +&%% ,i-t 0.40m  400 mm S/'er im'oe- %o&-12.00n  +r 12000 , * r m t r Conrete$20Stee% f415eni%e te  230 7m  13.3 Nomin&% coer 25 mm Effectie coer   30 mm 1 Design Constants:-   For -& ars %ocr t   20 =  230 t. o$ concr t  25000 =  7 m =  13.3mc 13&3-.  0.288 13.3 7  230 =  1  0.288 / 3  0.04 =  0.5  7  0.904  0.288  0.116 2 Caculcation of BM :-  1& /et depth of eam at fi-ed end 0span *. 02&5   .   0.36  mt &a 400 effe%ti#e depth of eam at fi-ed end  4   2co r  400  2  25  450&a  500  mm /et width of eam at fi-ed end  5    2  250 &a  250  mm  'ssume depth of eam at free end  5  / 2   250 sa  200  mm,/mm 2 ,/mm 2   cc  ,/mm 2 σ st   ,/mm 2 ,/mm 2 σ %%   ,/mm 2  0 m% σ st  9 01k*3 R 01*2-% -  - k
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