THE WORK SHEET IS FOR DESIGN OF RCC DRAIN , TRENCH,OR CULVERT,ETC. THE WORKSHEET IS USER FRIENDLY FOR VARIOUS SIZE OF DRAIN/TRENCH/CULVERT
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RENOVAÇÃO CARISMÁTICA CATÓLICA DO BRASIL MINISTÉRIO DE FORMAÇÃO GRUPO DE PERSEVERANÇA DA RCCBRASIL Capítulo 1. Nós somos a Renovação Carismática Católica! 1. INTRODUÇÃO 11 2. DESENVOLVIMENTO ...Full description
Fundamentals of RCC Design By Oyenuga
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Descripción: RCC-Objective-Questions civil engineering study material,eBooks,Notes CIVIL ENGINEERING COMPLETE SOLUTION
RCC-Objective-Questions civil engineering study material,eBooks,Notes CIVIL ENGINEERING COMPLETE SOLUTIONFull description
HAND BOOK FOR CIVIL ENGINEER
RCC Lab Report
To inset APDL commands in Ansys workbenchDescripción completa
DESIGN OF R.C.C. OPEN DRAIN ( clear height= 1.80 m, oerall !i"th=#.$%m
f
f
a
b
e
'PICA) CROSS*SEC'ION 1.0 De+ig +ig Data 1.1 1.1 Preli Prelimi mia arr- Dim Dime e+i +io o+ + Clear Span
#.0 7oriotal Earth Pre++2re r ca (a ng c(n (n " e e s a (n " en (F " e s ec e #e t( satrate# back)ll an# there "ill be n( "ater insi#e the b(F. C(Aecient (f +cti!e arth ressre=
( ear
pressre
cos2 (φ α)
(Ka)static
sin(δ φ)sin(φ i)
cos(δ α)cos(α i)
cos2αcos(δ α)1 =
0.2D<
arthApressre at a #epth 'h' fr(m the t(p (f !ertical "all=@a. 6s.h k7s9.m H(ri(ntal f(rce (n "all #e t( arth pressre at !ari(s le!el is sh("n in the l(a# #iagram bel(".
#.$0 )ie )oa" S2rcharge 9i!alent height
=
1.20 m
:nif(rm ,ntensit (f l(a#ing =
=
<.13 @7m2
.0 Str2ct2ral Aal-+i+ The strctre is analse# f(r !ari(s l(a# acting (n it sing strctralA#esign s(ft"are ''ST++&. m(#elling it al(ng the center lines (f "alls an# slab. Spring tpe spp(rts are a#(pte# "hich are !ari(s n(#es al(ng b(tt(m slab. StiJness (f the spp(rt are calclate# base# (n m(#ls (f reacti(n.
10.:
10.: 2.23
11.;: 10.%< 11.8
10.%< ;.1
;.1
11.8
)OAD DIAGRA/ #
&
( 1
5
9
1"
11
1%
1#
1&
'
) %
Figure* +,- iscretisation of /0 2eometry.
Spring C(nstant=
12*0 k7m2 per m "i#th
7(s. (f springs pr(!i#e#=
10
Spring c(nstant at en# spp(rts 1K2=
<1.8<* k7m per m "i#th
Spring c(nstant at penltimate spp(rts *K%=
2*0.$$%$28% k7m per m "i#th
Spring c(nstant atinterme#iate spp(rts D t( 1$=
3*<.1$28*<1 k7m per m "i#th
$. De+ig o3 Drai a& De+ig o3 ertical !all Factored bending moment M u(From analysis =
Effective depth required d =
Over all depth provided =
30.1KN-m
Mu!".1##f c$b =
230.00mm
95.15mm
Effective depth provided(-ssuming 5"mm cover d = Mu!bd% =
1)%."mm
1."1)
From table # of +3 1'4percentage of steel required =
".%55
-rea of steel required =
sqmm
Hence provide 10mm dia HYSD bars 1!0mm c"c spacin# ence -st provided =
5%#sqmm
$hec% &or shear'-
,he critical section for beam shear is at distance of d from the face of the support ence4the factored design shear force ? Fd =
#'."67
at a distance d from the face of the support
7ominal shear stress ,v =
".%1"7!sqmm 8%. 7!sqmm (-s per ,able %" of 1+ &5'
ence4the section is safe from shear point of vie:
-ssumed percentage area of the steel reinforcement =
".#";
,he design shear strength of concrete for the above steel percentage from ,able 19 of <+ &5' is ".#%
".#%".%1
Hence(the depth provided is sa&e &rom beam shear point o& vie)
ence4no shear reinforcement is required.
3rovide temperature re inforcement > ".1%;
-rea required =
%)'.""sqmm
3rovide 1!#rd of above reinforcement on earthen side =
9%.""sqmm
*rovide +mm dia 200mm c"c on earthen side
3rovide %!#rd of above reinforcement on other side =
1&.""sqmm
*rovide +mm dia 1!0mm c"c on other side
*rovide 10mm bars at 300mm c"c verticall, on the inner &ace to spport horiontal rods
6& De+ig o3 6a+e +la6 Factored bending moment M u(From analysis =
30.!KN-m
Mu!".1##f c$b =
Effective depth required d =
Over all depth provided =
230.00mm
Effective depth provided(-ssuming 5"mm cover d = Mu!bd% =
95.)mm
1)%."mm
1."#1
From table # of +3 1'4percentage of steel required =
".%55
-rea of steel required =
sqmm
Hence provide 10mm dia HYSD bars 1!0mm c"c spacin# at bottom ence -st provided =
5%#sqmm
$hec% &or shear'-
,he critical section for beam shear is at distance of d from the face of the support ence4the factored design shear force ? Fd =
1#.""67
at a distance d from the face of the support
7ominal shear stress ,v =
".""7!sqmm 8%. 7!sqmm (-s per ,able %" of 1+ &5'
ence4the section is safe from shear point of vie:
-ssumed percentage area of the steel reinforcement =
".#";
,he design shear strength of concrete for the above steel percentage from ,able 19 of <+ &5' is ".#%
".#%"."
Hence(the depth provided is sa&e &rom beam shear point o& vie)
ence4no shear reinforcement is required.
3rovide temperature re inforcement > ".1%;
-rea required =
%)'.""sqmm
*rovide 10mm dia 2!0mm c"c on top ence -st provided =
#1&sqmm
*rovide distribtion steel o& 10mm 300mm c"c in other direction both top and bottom
