USE OF STAAD-PRO V8i AND SKETCHUP FOR SIMPLE STRUCTURE

A SEMINAR REPORT  ON “USE OF STAAD-PRO V8i AND SKETCHUP FOR SIMPLE STRUCTURE”

In partial fulfillment of the requirement for the Third Degree of  Civil Engineering. Submitted by: Mr. Mahindra p. Deshmukh (Exam Seat No –T12011001! –T12011001!

"NDE# T$E %"&D'NE )*: +ro,. '$E# Sir

DEPARTMENT O CI!I" EN#INEERIN# PRA!ARA PRA!ARA R$RA" EN#INEERIN# CO""E#E%"ONI

 ACADEMIC &EAR' ()*+,()*-

PRA!ARA PRA!ARA R$RA" EN#INEERIN# CO""E#E%"ONI

1

E#T&*&'TE

Thi i to /ertif0 that the eminar titled “USE OF STAAD-PRO V8i AND SKETCHUP FOR SIMPLE   STRUCTURE”   STRUCTUR E”  u1mitted 10 Mr. M'$&ND#' DES$M"-$ (Exam Seat No. – T12011001! i a re/ord re/ord of 1on 1onafi afide de 2or3 2or3 /arrie /arried d out 10 him under m0 guida guidan/e n/e in the partial partial fulfil fulfillm lment ent of the requirement for the a2ard of the third 0ear degree of ii/ Enineerin $niverit0 of Pune% during the a/ademi/ 0ear ()*+,()*To the 1et of m0 3no2ledge% the pro4e/t ha rea/hed the requiite tandard. The matter /ontained in thi  pro4e/t ha not 1een u1mitted u1mitted to an0 other $niverit0 $niverit0 or Intitute Intitute for the a2ard of a Degree. Pla/e' "ONI Date ' ()5)+5()*-

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'-N)78ED%EMENT 7ith a deep ene of gratitude I 2ould li3e to than3 all the people 2ho have enlightened our path 2ith their 3ind guidan/e. I am ver0 grateful to thee intelle/tual 2ho did their 1et to help me during our  Pro4e/t 2or3. I feel proud and find privilege to e8pre deep ene of gratitude to +ro,. 3.#. #'T$& 6.O.D Civil Department% for /omment and 3ind permiion to /omplete thi eminar 2or3. I remain inde1ted to Mr.

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'.. '$E# 2ho guided me epe/iall0 in a/ademi/ and Seminar preentation a/tivitie and to all the

taff mem1er of the Civil Engineering Department for their pre/iou uggetion and guidan/e in /ompletion of thi pro4e/t 2or3. I am ver0 than3 than3ful ful to My +arents  2ho provided me 2ith their moral and 2ihful upport for the u//eful /ompletion of thi eminar 2or3. Alo Alo I 2ould 2ould li3e li3e to than3 than3 My o//eaues  and and *riends  2ho helped me dire/tl0 and indire/tl0 to /omplete thi eminar 2or3.

Mr. M'$&ND#' DES$M"-$ Exam Seat No. –T12011001

T'8E T'8E )* )NTENTS Sr. No.

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hap Topi9 Name o, the topi9 ter No. No. A1tra/t

+ae No. -

3

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:

+

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Introdu/tion *.*

A1out Seminar

9

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O14e/tive

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*.:

Need of Stud0

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Pro1lem tatement

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lo2 Chart of eminar

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"iterature revie2 (.*

Introdu/tion to "iterature

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"iterature on STAAD,PRO

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"iterature on S
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Methodolog0 :.*

Introdu/tion

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:.( :.(

Meth Method od op opte ted d for for STA STAAD,P AD,PRO RO

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Method opted for S
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Reult and di/uion

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Con/luion

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?i1liograph0

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'ST#'T During the /ontru/tion pro/ee different oft2are are opted for different  purpoe% ever0 oft2are ha it o2n pro and /on. Although Although in India India  people till rel0 on uing paper paper and pen for /al/ulation% oft2are oft2are are 4

eaiet 2a0 to /onfirm /onfirm 0our an2er. an2er. or deigning deigning and anal0i purpoe ST''D+#) 3;i i ued% 1ai/all0 oft2are 2a deigned 10 + Indian engineer 1ut ENT8E6 1ought it it and no2 the the o2ner of STAA STAAD D pro i ?ENT"E&. Thi oft2are i ued through out the 2orld a it ha mot /ountrie Standard ?uilding Code. Different loading /riteria are added 10 ?entle0% 2hi/h erve help for /om1ination /om1ination of 2ort /ae. Alo file /an 1e e8ported for it foundation deigning% oundation oft2are i alo deigned 10 ?ENT"E&. It ha fun/tion for Iolated% raft% pile% et/. Offhore tru/ture /an alo 1e developed uing ?entle0@ offhore tru/ture. or an ar/hite/t or /ontru/tion engineer engineer it i important to have a model to demontrate to /lient% hen/e rendering oft2are are important. S-ET$"+ 201< 10 %))%8E ha it o2n pla/e in rendering 2orld. It ha it o2n option that ma3e it different. It i uer friendl0 and ha material  1ro2er. 7hen ar/hite/t thin3 a1out an e8tra,ordinar0 deign% it i 2ell planned in hi o2n mind% 1ut for /onvin/ing hi thought to other% he ue paper%  pen/il% 1ut man0 man0 time it i diffi/ult diffi/ult to dra2 e/tion% elevation% elevation% a8onometri/ vie2% hen/e no2 a da0 oft2are are ued 10 man0 of deigner -ey =ord' Staad pro !=i% S3et/hup ()*+% Deign uing oft2are

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In (*t /entur0 2e are rel0ing more and more on /omputer% it i definitel0 alo /reating it impa/t on /ivil engineering field. A tru/ture 5

are 1e/oming /omple8 and large ever0da0% it i ver0 he/ti/ for /al/ulation and dra2ing hen/e engineer are uing oft2are no2 a da0

1.1')"T 1.1 ')"T SEM&N'#  SEM&N'#  In thi eminar% firt fe2 page are dedi/ated to introdu/tion to oft2are% Method of their appli/ation are tated. ?oth STAAD,PRO STAAD,PRO and S
1.2 )5ET&3ES *.#et familiar 2ith oft2are for /ivil engineer  (.#et introdu/ed to STAAD,PRO :. #et introdu/ed to S
1. NEED )* ST"D6 ST''D +#)

Ever0 /ountr0 ha defined Standard /ode / ode for /ontru/tion and inpe/tion of tru/ture% in/luding u1,tru/ture% offhore tru/ture% uper,tru/ture% uper,tru/ture% et/. Ever0 engineer 1elieve in hi 3no2ledge and hen/e doe all /al/ulation 10 himelf. Starting from footing footing up to parapet parapet 2all. or mall mall tru/ture  (5: tore0 apartmentB it i ea0 to /al/ulate all required meaure. ?ut for /al/ulation of maive tru/ture li3e Dam% S30/raper% it i ver0 diffi/ult to perform /al/ulation 10 hand. And again for anal0i and /ro /he/3ing purpoe it i time /onuming. 6en/e people developed oft2are running on PC%Ma/%et/. 2hi/h are /apa1le to do all /omple8 and time /onuming 6

/al/ulation 2ithin le time. Man0 oft2are li3e STAAD,PRO !=i % SAP *9%et/. are /urrentl0 in the mar3et 2hi/h are anal0i and deign oft2are. Although Although there are ome pro and /on /on of ea/h oft2are% it i no2 in developing phae. Man0 /ountrie dire/tl0 rel0 on reult o1tained from oft2are. ?ut in India% People till /al/ulate 10 hand and for /ro /he/3ing purpoe oft2are are utilied.

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To develop 2or3ing model file 1aed on aumption% rendering oft2are i needed to /reate different vie2 uing da05night effe/t% un ra0 effe/t% different light effe/t% et/. S-ET$"+ i ueful oft2are for rendering. It ha different /ommand a% ) *.Puh5Pull * (.Offet 7

( :."ine : +.Re/tangle + -.Ma -.Mate teri rial al 1ro2 1ro2e er% r% et/. et/. One /an Import file from AutoCAD

1.< +#)8EM ST'TEMENT ST'TEMENT Deign and anal0i of a 1unglo2 in STAAD,PRO !=i and S
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1.> *8)7 $'#T )* SEM&N'# 

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Thi ha al2a0 1een 2ide topi/ for 2riter% author% and engineer. Man0 1oo3 2ere 2ritten for tutorial purpoe of thee oft2are. Ton of   paper are availa1le on internet regarding thi topi/. Man0 2ell 3no2 2rit 2riter er a Siva3umar Naganathan% Naganathan% D. Trev Trevor or one one have /ontri1uted 10 2riting 1oo3 on STAADPRO 2.2 8&NTE#'T"#E )N ST''D+#) ST''D+#)

Pro4e/t7ie i an engineering pro4e/t team /olla1oration 0tem 2hi/h i Pro4e/t7ie ued to help team improve qualit0% redu/e re2or3% and meet pro4e/t deadline. One of the ma4or  pie/e  pie/e of fun/tionalit0 fun/tionalit0 provided provided 10 Pro4e/t7ie Pro4e/t7ie i an Integration Server 2hi/h allo2 data to 1e managed and hared a/ro a ditri1uted enterprie. STAAD.Pro ha 1een enhan/ed o that the model STD data file /an 1e managed on a Pro4e/t7ie erver. De/ription our integration fun/tionalitie have 1een added. Thee are  Open a STAAD model from a Pro4e/t7ie repoitor0.  Save a lo/al STAAD model into a Pro4e/t7ie repoitor0.  $pdate an a n e8iting model from Pro4e/t7ie.  Revie2 model propertie meta,dataB 2hi/h ha 1een opened from a Pro4e/t7ie repoitor0.  Note that a//e a//e  to all of thee fun/tionalitie i availa1le from Pro4e/t7ie Pro4e/t7ie u1,menu under the general ile menu de/ri1ed 1elo2.

2. 8&NTE#'T"#E )N S-ET$"+

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S3et/h$p i free from #oogle 4ut #oogle it and do2nload to 0our /omputer. &ou /an do 4ut a1out an0thing 2ith it% 1ut it i epe/iall0 good for /on/eptualiation of ar/hite/tural deign. The /urrent verion Novem1er% ()*)B i =.). Thee intru/tion are 1aed on thi verion. There i alo a profeional verion% S3et/h$p Pro =.)% that the0 ell online for F+;-.)). Student Student /an pur/hae a one 0ear li/ene of S3et/h$p Pro for F+;.)). ?ut I 2ould re/ommend do2nloading the free verion from #oogle. The ma4or differen/e 1et2een free and Pro verion i the a1ilit0 of S3et/h$p Pro to import from and e8port into AutoCAD. If 0ou reall0 2ant to import AutoCAD dra2ing% 0ou /ould do2nload the S3et/h$p Pro verion for an = hour trial% import the AutoCAD AutoCAD dra2ing% and 4ut not follo2 through 2ith 0our pur/hae. The earlier verion% S3et/h$p >.*% allo2 for uing a free AutoCAD import plugin that 0ou /an do2nload from the #oogle S3et/h$p ite. 6o2ever% in order to import an AutoCAD dra2ing into S3et/h$p >.*% 0ou need to firt ave the AutoCAD AutoCAD dra2ing do2n to AutoCAD ())>. The AutoCAD dra2ing 2ill import into S3et/h$p a a #roup% 2hi/h /an then 1e e8ploded do2n to individual element% 2hi/h% in turn% mut alo 1e e8ploded to 1e a1le to /hange them in S3et/h$p. It i 3ind of a me. It@ reall0 1etter 4ut to redra2 the dra2ing in S3et/h$p.

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.1 &NT#)D"T&)N &NT#)D"T&)N Ea/h oft2are run on the 1ai of ome methodolog0 /oded 10 the developer. In aid to get ma8imum output from a oft2are one hould 3no2 all poi1le input method. or STAAD,PRO% firt dra2ing i needed 2hi/h /an 1e imported from CAD or /an 1e dra2n uing 1eam node method% or STAAD editor. Then Input for upport% /omponent of tru/ture i required and deign of ea/h element /an 1e o1tained. or S
.2 MET$)D)8)%6 *)# ST''D+#) *. Dra2 the tru/ture uing node 1eam method

(.E8tend node ).9M 1elo2 the ground floor 

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:.Create a floor uing tranlation repeat

+. Define the material propert0 for 1eam and a nd /olumn and appl0 to 13

all line

-.Define upport at 1ottom In thi /ae fi8 upport are providedB

9.Define dead load 6ere Self 2t. i dead loadB

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>.Define "ive load 6ere uniforml0 ditri1uted load i live loadB

=.Sele/t option for printing

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In thi 2a0 o1 of input i /ompleted% after running anal0i follo2ing reult /an 1e o1tained.

7hile one /an alo ue thee reult for deigning of different /omponent.

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file i aved in e8tenion and further imported in taad foundation

ooting i deigned

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.2 MET$)D)8)%6 *)# S-ET$"+

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*B Dra2 the outline of 1uilding

(B Dra2 all element uing Puh5Pull% Offet % et/.

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:B inihing uing follo2 me% move% et/.

+B Appl0 different te8ture and material

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-B To opt more pre/ie and realiti/ rendering% !,ra0 Plugin i ued

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#ES"8TS #ES"8TS 'ND D&S"SS&)N ST''D+ro ST''D+ro 3;i

In thi 2a0 methodolog0 if uing STAAD,PRO !=i i di/ued  1riefl0 2ith e8ample e8ample of imple imple tru/ture. After appl0ing appl0ing Dead load% load% live load and defining the upport /odition% given tru/ture 2a anal0ed for 2ort loading /ondition after opting the Shear for/e and 1ending moment% different /omponent /omponent u/h a a  /olumn%1eam%roof are deigned uing taadpro itelf. A methodolog0 follo2ed for normal tru/ture in taad pro i *B (B :B +B -B 9B >B

oint oint uing uing node node and 1eam Define Define up uppo port rt Defi Defini ning ng "oa "oad d Aign A igning ing "o "oad ad Defini Defining ng mater material ial Printi Printing ng op optio tion n Anal Anal0 0i i Ea/h 4o1 i again u1 divided in multiple maller 4o1 2hi/h refine the input for tru/ture.

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In thi 2a0 methodolog0 methodolog0 if uing S
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*. "earn &o &ourel urelff STAAD.P STAAD.Pro ro !=i , Siva3umar Naganathan (. Staad P Pro ro v=i for 1eginn 1eginner er G T. T.S. Sharma Sharma :. Anal Anal0i 0i of imple imple tru/ture tru/ture G P. P.D.
7E+'%ES 1! 222.0outu1e./om 2! 0outu1e /hannel of Ramesh Kannan !  http://www.facebook.com/civilbeats ! 222.udem0./om5taadHpro ?! 222.4a/3tutorial.org5taad,pro,v=i,1entle0

#ESE'#$ +'+E#S +'+E#S *B !.R.0uga  Staadpro methodolog0 methodolog0%% a/ademia.eduB a/ademia.eduB (B 6o2 to 1uild tru/ture tru/ture in STAAD STAAD G .D. .D.
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