ANALYSIS & DESIGN OF MULTI STOREY BUILDING INCLUDING SLAB MODELING *******
Data: Length : 16m with 4 Bays each bay 4.0m Height:
27m with 9 Bays each bay 3.0m
Width:
16m with 4 Bays each bay 4.0m
C!"mn si#e: 0.3$m dia Beam si#e: 0.30m % 0.30m &!ab 'hic(ness: 0.20m Cnc)ete *)ade : +30 &tee! *)ade : ,e 41$ +de! :
1.Geometry creatio:
-ew )/ect
&e!ect
&ace
,i!e -ame *)aity e%am!e 1 &e!ect
5dd
beam
,inish
Length mete)s ,)ce- -e%t
C!se.
*emet)y &t)"ct")e wi#a)d. &e!ect )ame mde! )m t)"ss mde!. C!ic( Bay )ame and d"b!e c!ic( n it. Length 16.0m -. Bays 4
8ach Bay 4.00m
Height 3.0m
-. Bays1 8ach Bay 3.0m
Width 16.0m
-. Bays4 8ach Bay 4.0m
es;(.
,ig. 1 *emet)y a)amete)s
5!y ')anse)
+de!
,ig. 2 *emet)y c)eated " can se!ect 4 nded e!ement and se!ect each nde !ate ne by ne <;=> &e!ect *ene)ate &")ace meshing icn. ?sing gene)ate s")ace meshing c")s) se!ect each c)ne) the s!ab nde b"i!ding ne by ne t )m meshing.
,ig. 3 &e!ect s")ace meshing by se!ecting each end c)ne) nde
&e!ect @"ad)i!ate)a! meshing. &e!ect Diisin as 4
;(.
,ig. 4 &e!ect Diisin as 4 !.Mem"er #ro$ertie%:
*ene)a!P)e)tyDefineCircle YD=0.35mAdd. (column). Rectangle YD=0.30 ZD=0.30
Add.(
Beam)
Add.
!ic"ne## $ode
%&'&3&=0.%5AddClo#e. elect 0.'0m and #elect
A##ign to *ie+
A##ignYe#.
,ig. $ 5ssigning )e)ty ) !ate thic(ness
&e!ect Beam 0.30 % 0.30m and #elect
A##ign to *ie+
A##ignYe#.
$o+ t!e
Column and Beam# are a##igned.
,ig. 6 5ssigning )e)ty ) beams An )de) t assign )e)ty ) c!"mn se!ect D0.3$m and se!ect c!"mn membe) A##ign
to #elected ,eam
A##ign Ye#.
,ig. 7 5ssign )e)ty t c!"mn
=ight c!ic(
3D
Rendered *ie+.
,ig. =ende)ed iew !ate e!ement s!ab ?sing !ate c")s) se!ect enti)e st)"ct")e<!ate c")s) wi!! se!ect s!ab beam c!"mns> and g t *emet)y
ran#lational Re-eat
Dea"!t ste sacing3.0m
".
,ig. 9 ')ans!atina! =eeat
lo,al a/i# -. stes
,ig. 10 Asmet)ic iew gemet)y c)eated C!ic( =ende)ed iew icn and see the iew.
,ig. 11 3D =ende)ed iew
.S'$$ort%(
age cnt)!
&")t C)eate inned 5dd.
iew. &e!ect bttm mst ndes
,ig. 12
5ssign
High!ight s")t 2
t se!ected ndes
*
t )nt
5ssign es
.
5ssigning inned s")t
4.Lading : Clic" load# itle: D1
1oad
ca#e detail#
Add $um,er
Add.
$um,er % 1oading 2-e: Dead.
'. 1oading t2-e: 1i*e itle: 11
Add.
Clo#e . 1oad ca#e '=1i*e 1oad Add Clic" t!e 1oad ca#e detail# in data area
Add.
$um,er 3 1oading t2-e: +ind
itle: Wind X +ve Add. $um,er 1oading t2-e: +ind itle: Wind X -ve Add. $um,er 5 1oading t2-e: +ind itle: Wind Z +ve Add. $um,er 1oading t2-e: +ind itle: Wind Z - ve Add
Clo#e.
Before a##igning +ind load +e !a*e to define 4ind load Definition. rom 6ain menu
Command# 1oading Definition#
% Comment#: 4ind
Add. Clic" 2-e %
4ind 1oad 2-e
Add.
4ind Definition #creen +ill a--ear. 7nten#it2 8 elect t2-e%. Intensity (KN/m2) %.5
Height(m) '9
Add.
Clic" /-o#ure
actor
= %.0
Add Clo#e.
Clic" t!e /-o#ure %.0 and u#ing node cur#or #elect entire #tructure A##ign.
,ig. 13 &e!ecting enti)e st)"ct")e "sing nde c")s)
Clic" load ca#e 3 4ind load
Add
; direction actor=%.
Y range 6inimum: 3.0m
6a/imum: '9.0m
Add. Clo#e.
,ig. 14 5ssigning wind !ad Ee Di)ectin Clic" 1oad ca#e +ind ; <*e 4ind load
;
direction actor=%.
Y range 6inimum: 3.0m
6a/imum: '9.0m
Clic" 1oad ca#e 5 +ind Z >*e 4ind load
Z
Add.
Add. Clo#e.
Add.
direction actor=%.
Y range 6inimum: 3.0m
6a/imum: '9.0m
Add. Clo#e.
,ig. 1$ 5ssigning wind !ad Ee Di)ectin Clic" 1oad ca#e +ind Z *e 4ind load
Z
Add.
direction actor=%.
Y range 6inimum: 3.0m
6a/imum:'9.0m
Add. Clo#e.
$o+ +e can a##ign Dead ? 1i*e load# Clic" 1oad ca#e %Add. elf +eig!t (dead load) actor=% Direction
Y
(Beam# and column#)
elect entire #tructure u#ing geometr2 cur#or and #elf +eig!t *ie+
A##ignYe#.
$m ( +all load)
6em,er 1oad (4all 1oad#) Add 6em,er
Add+%=$m
load
(-ara-et +all load)
@niform
A##ign
to
orce +%=%'
+%= $m(E +all 1oad)
Add Clo#e.
loor 1oad (Dead 1oad of #la,) Pre##ure=.00 (elf +t =3.00 $m' > loor fini#!=%.0 $m' ) Define Y range 6ini.=3.0m. Add.
Clic" load ca#e '(1i*e load)
Add.
6a/.='9.0m
loor load (1i*e load on #la,)
Pre##ure='.00( 17F 1AD R R7D$7A1 B@71D7$ ) Define Y range 6ini.=3.0m
6a/.='.0m
Add loor
load (1i*e load
on roof #la,) Pre##ure=%.50 Define Y range 6ini.='.'m Add Clo#e !ig!lig!t
eometr2 cur#or * t ,)nt iew
#elf +eig!t and elect entire #tructure u#ing
A##ign
to *ie+
&e!ect Beam
,)nt e!eatin iew. =ight c!ic( e%cet ) beam
c)eate
6a/.='9.0m
A##ignYe#.
a)a!!e! t and &e!ect
-ew
new iew
iew
;(.
;(.
Beam
a)a!!e! t .
&e!ect n!y tyica! !) beams
!an iew
High!ight
w1F12&e!ect
the "te) )tin beams indiid"a!!y ne by ne in the "te) )tin <9G wa!! )tin >
5ssign t se!ected beams
5ssign es.
,ig. 16 assigning 9G wa!! !ad High!ight +embe) weight wF 6-m.
&e!ect
inne) )tin the beam by se!ectin
in !an iew se!ect the nde c")s) and )eme the e%isting c!"mn )tin in the !an iew
-w
n!y wa!! tin is e%ist
esC!se.
,ig. 17 &e!ectin inne) wa!! !ad
5ssign
t se!ected beam
5ssign
,ig. 1 &e!ect nde c")s) and )eme c!"mn )tin
,ig. 19 &e!ected inne) )tin wa!! miting c!"mn )tin
* t )nt iew
&e!ect
t )tin by windwing
=ight
c!ic( -ew iew
!an iew &e!ect "te) )tin beam ne by ne and high!ight w1F 4-m 5ssign t se!ected beam
5ssign esC!se.
;.
Lad cmbinatin can be gien eithe) man"a! Lad cmbinatin ) a"t Lad cmbinatin. We !!w a"t Lad Cmbinatin ) this case. A@ 1AD C6B7$A7$ 6ain menu
Command# 1oading dit
Auto 1oad#
elect
7ndian Code
elect : $e+ categor2 #a2 4ind $o. of rule :
Rule $o. % ' 3
Dead %.5 %.5 %.' 0.
Clic" @-date a,le
Clic" 1oad ca#e detail# :
Categor2:
4ind %.5 %.' %.5
Clo#e.
6ain menuCommand#
elect
1i*e %.5 %.'
1oading Auto
Add Auto
1oad Com, (R)
1oad Com,ination.
7ndian code 4ind
enerate
load# Add Clo#e.
6ain menuCommand#1oading 1oad 1i#t (#electing De#ign load#) 1oad 1i#t
A*aila,le 1oad %.D1
>
1oad li#t 1oad Com, 9 to %
'.11
HH
3.47$D ;>*e
I
.47$D ;*e
II
5.47$D Z>*e .47$D Z*e 9. %.5(D1>11) G. %.5(D1>41;>) . %.5(D141;) %0. %.5(D1>41Z>) %%. %.5(D141Z) %'. %.'(D1>11>41;>) %3. %.'(D1>11>41;) %. %.'(D1>11>41Z>) %5. %.'(D1>11>41Z) %. 0.D1>%.541;> %9. 0.D1>%.541;) %G. 0.D1>%.541Z>) %. 0.D1>%.541Z) .".
Clo#e.
5. Design : rom 6ain menu code=7 5
Command# De#ign Concrete
Current
Define Parameter#
C
=30000 $m'
Y6A7$= %5000 $m'
Add
YC =%5000 $m'
Add.
Add
Jig!lig!t c=30000 and elect t!e entire #tructure mem,er#
De#ign
A##ign
to #elected
A##ignYe#.
Jig!lig!t 2main=%5000 and #elect t!e entire #tructure #elected mem,er#
A##ignYe#.
A##ign
to
Jig!lig!t 2#ec=%5000 and #elect t!e entire #tructure elected mem,er# Clic" Command# Add.
to
A##ignYe# Clo#e.
Clic"
De#ign Beam
Clic" De#ign #la, element#
Jig!lig!t De#ign Beam
6ain
electBeam -arallel to Z Jig!lig!t De#ign Column
A##ign
Add.
Add.
Clic" De#ign column
Clic" a"e off
Add.
menuelectBeam -arallel to; and
A##ign
6ain
A##ign to #elected mem,er#
Plate cur#or A##ign to *ie+
to #elected mem,er#
A##ignYe#.
menuelectBeam -arallel toY A##ignYe# elect A##ign
#la, -ortion u#ing
Ye#. Clo#e.
,ig. 20 &e!ectin s!ab e!ement "sing !ate c")s) 6. n!"ysis : rom 6ain menu -rint
Command#
< Anal2#i#
Perform
Anal2#i#
$o
.
#. $%st n!"ysis $&int: rom 6ain 6enu o
*ie+
Command# Po#t
.
'. Re%')t%( o to Po#t -roce##ing
Anal2#i# Print
u--ort
Reaction#
Deflection. Re#ult#Fie+ *alueBeam re#ult#
deflectionAnnotate.
,ig. 21 De!ectin diag)am Bending moment 6Z : Clic" 6K icon. Re#ult#Fie+ *alueBeam re#ult# Bending
moment# I 8nds I +idsan
!ear orce Y Clic" 2 icon. =es"!ts Jiew a!"e Beam =es"!ts
&hea) ,)ce I 8nds
Annotate.
Annotate.
,ig. 22
+a%. &hea) ,)ce
,ig. 23 +a%. Bending +ment
and &hea) )ce
,ig. 24 +a% Bending mment +# and +y A/ial orce ;: C!ic( , icn. =es"!ts
Jiew
a!"e
5%ia!
,)ce I 8nds
Beam
=es"!ts
5nntate.
,ig. 2$ 5%ia! ,)ce diag)am
$ote: Before going to anot!er re#ult remo*e t!e tic" mar" in ,eam re#ult#.
,ig. 26
De!ectinF 5nimatin
,ig. 27 =es"!t +a%. a!"es Design Chec(:
+ain men"
&e!ectBy
seciicatin 5!! ai!ed beams. * t mde!ing mde. &e!ect
c!"mn
D"b!e
c!ic( the c!"mn Cnc)ete design. Chec( the
bttm mst st)ey c!"mn. A sme c!"mns in *, inne) a)e ai!ed change the si#e the c!"mn ) inne) )tin and again )"n the ana!ysis e)iy the )es"!t. &imi!a)!y chec( the beam by d"b!e c!ic( the a)tic"!a) beam ) ind the )ein)cement. A a!! a)e assed (. ;the)wise )eise the beam sectin i ai!ed. .Re$ort :
C!ic( =e)t set" icn
C!ic(
in"t )m aai!ab!e )m !et side.
&e!ect sectins Ladings and sent t =ight side by c!ic(ing K &e!ect "t"t. ,)m "t"t se!ect Beam end )ces )eactins shea) )ces a%ia! )ces Beam )ce detai! s"mma)y.
,ig. 2 &e!ecting in"t "t"t )e)t ' 'a(e ict")e: C!ic( 'a(e ict")e icn
8nte)
the tit!e the s(etch. 'hen * t )e)t set ". &e!ect
ict")e 5!b"m. A y" want t change the s(etch tit!e ente) the tit!e in catin. 5d/"st
the ict")e si#e by ad/"sting height width. &e!ect I ,"!! age.
Fig.
29 Cat")ing ict")e )m came)a
' e%)t =es"!ts in w)d i!e: ,i!e
8%)t
=e)t
+&
w)d i!e. C!ic( sae.
,ig. 30 &am!e )e)t
