use of staad-pro v8i and sketchup for simple structure

7/25/2019 USE OF STAAD-PRO V8i AND SKETCHUP FOR SIMPLE STRUCTURE

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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!

"NDE# T$E %"&D'NE )*:

+ro,. '$E# Sir

DEPARTMENT O CI!I" EN#INEERIN#

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

ACADEMIC &EAR' ()*+,()*-

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

1


2/23

E#T&*&'TE

Thi i to /ertif0 that the eminar titled USE OF STAAD-PRO V8i AND SKETCHUP FOR SIMPLE

STRUCTUREu1mitted 10 Mr. M'$&ND#' DES$M"-$ (Exam Seat No. T12011001! i are/ord of 1onafide 2or3 /arried out 10 him under m0 guidan/e in the partial fulfillment of the

requirement for the a2ard of the third 0ear degree of ii/ Enineerin $niverit0 of Pune% during the

a/ademi/ 0ear ()*+,()*-

To the 1et of m0 3no2ledge% the pro4e/t ha rea/hed the requiite tandard. The matter /ontained in thi

pro4e/t ha not 1een u1mitted to an0 other $niverit0 or Intitute for the a2ard of a Degree.

Pla/e' "ONI

Date ' ()5)+5()*-

+ro,. '..'$E# +ro,. 3. #. #'T$&

%"&DE 6EAD O

DEPARTMENT O CI!I" EN#INEERIN# CI!I" EN#INEERIN#

DEPT.

S&%NT"#E )* E4'M&NE# +ro,. Dr. 5'6'NT T.+'TT&7'#

+#&N&+'8

'-N)78ED%EMENT

7ith a deep ene 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 thee intelle/tual 2ho did their 1et to help me during our

Pro4e/t 2or3.

I feel proud and find privilege to e8pre deep ene of gratitude to +ro,. 3.#. #'T$&6.O.D Civil

Department% for /omment and 3ind permiion to /omplete thi eminar 2or3. I remain inde1ted to Mr.

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'.. '$E# 2ho guided me epe/iall0 in a/ademi/ and Seminar preentation a/tivitie and to all the

taff mem1er of the Civil Engineering Department for their pre/iou uggetion and guidan/e in

/ompletion of thi pro4e/t 2or3.

I am ver0 than3ful to My +arents2ho provided me 2ith their moral and 2ihful upport for the

u//eful /ompletion of thi eminar 2or3.

Alo I 2ould li3e to than3 My o//eaues and *riends2ho helped me dire/tl0 and indire/tl0 to

/omplete thi eminar 2or3.

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

T'8E )* )NTENTS

Sr. No. hapter

No.

Topi9No.

Name o, the topi9 +aeNo.

* A1tra/t -

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( *. Introdu/tion

*.* A1out Seminar 9

*.( O14e/tive 9

*.: Need of Stud0 9*.+ Pro1lem tatement ;

*.- lo2 Chart of eminar ;

: ( "iterature revie2

(.* Introdu/tion to "iterature *)

(.( "iterature on STAAD,PRO *)

(.: "iterature on S


5/23

eaiet 2a0 to /onfirm 0our an2er. or deigning and anal0i purpoeST''D+#) 3;i i ued% 1ai/all0 oft2are 2a deigned 10 + Indianengineer 1ut ENT8E61ought it and no2 the o2ner of STAAD pro i?ENT"E&. Thi oft2are i ued through out the 2orld a it ha mot

/ountrie Standard ?uilding Code.Different loading /riteria are added 10 ?entle0% 2hi/h erve help for

/om1ination of 2ort /ae. Alo file /an 1e e8ported for it foundationdeigning% oundation oft2are i alo deigned 10 ?ENT"E&. It hafun/tion for Iolated% raft% pile% et/.

Offhore tru/ture /an alo 1e developed uing ?entle0@ offhoretru/ture.

or an ar/hite/t or /ontru/tion engineer it i important to have amodel to demontrate to /lient% hen/e rendering oft2are are important.

S-ET$"+ 201


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are 1e/oming /omple8 and large ever0da0% it i ver0 he/ti/ for /al/ulation

and dra2ing hen/e engineer are uing oft2are no2 a da0

1.1')"T SEM&N'#

In thi eminar% firt fe2 page are dedi/ated to introdu/tion to oft2are%Method of their appli/ation are tated. ?oth STAAD,PRO and

S


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/al/ulation 2ithin le time. Man0 oft2are li3e STAAD,PRO

!=i % SAP *9%et/. are /urrentl0 in the mar3et 2hi/h are anal0i

and deign oft2are. Although there are ome pro and /on of

ea/h oft2are% it i no2 in developing phae.

Man0 /ountrie dire/tl0 rel0 on reult o1tained from

oft2are. ?ut in India% People till /al/ulate 10 hand and for

/ro /he/3ing purpoe oft2are are utilied.

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( :."ine: +.Re/tangle+ -.Material 1ro2er% et/.

One /an Import file from AutoCAD

1.< +#)8EM ST'TEMENT

Deign and anal0i of a 1unglo2 in STAAD,PRO !=i andS


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1.> *8)7 $'#T )* SEM&N'#

$'+TE# 2

8&TE#'T"#E #E3&E7

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2.1 &NT#)D"T&)N

Thi ha al2a0 1een 2ide topi/ for 2riter% author% and engineer.Man0 1oo3 2ere 2ritten for tutorial purpoe of thee oft2are. Ton of

paper are availa1le on internet regarding thi topi/. Man0 2ell 3no22riter a Siva3umar Naganathan% D. Trevor one have /ontri1uted 102riting 1oo3 on STAADPRO

2.2 8&NTE#'T"#E )N ST''D+#)

Pro4e/t7ie i an engineering pro4e/t team /olla1oration 0tem 2hi/h iued to helpteam improve qualit0% redu/e re2or3% and meet pro4e/tdeadline. One of the ma4orpie/e of fun/tionalit0 provided 10 Pro4e/t7iei an Integration Server 2hi/h allo2data to 1e managed and hared a/roa ditri1uted enterprie.STAAD.Pro ha 1een enhan/ed o that the modelSTD data file /an 1e managed on aPro4e/t7ie erver.

De/riptionour integration fun/tionalitie have 1een added. Thee are Open a STAAD model from a Pro4e/t7ie repoitor0. Save a lo/al STAAD model into a Pro4e/t7ie repoitor0. $pdate an e8iting model from Pro4e/t7ie. Revie2 model propertie meta,dataB 2hi/h ha 1een opened from a

Pro4e/t7ie repoitor0.Note that a//e to all of thee fun/tionalitie i availa1le from Pro4e/t7ieu1,menuunder the general ile menu de/ri1ed 1elo2.

2. 8&NTE#'T"#E)N S-ET$"+

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https://www.google.co.in/search?sa=X&biw=1240&bih=649&tbm=bks&tbm=bks&q=inauthor:%22Sivakumar+Naganathan%22&ei=B-IaVeb7HcKdugSo-IDQDg&ved=0CB4Q9AgwAAhttps://www.google.co.in/search?sa=X&biw=1240&bih=649&tbm=bks&tbm=bks&q=inauthor:%22Sivakumar+Naganathan%22&ei=B-IaVeb7HcKdugSo-IDQDg&ved=0CB4Q9AgwAA


11/23

S3et/h$p i free from #oogle 4ut #oogle it and do2nload to 0our/omputer. &ou /an do 4ut a1out an0thing 2ith it% 1ut it i epe/iall0 goodfor /on/eptualiation of ar/hite/tural deign. The /urrent verionNovem1er% ()*)B i =.). Thee intru/tion are 1aed on thi verion. There

i alo a profeional verion% S3et/h$p Pro =.)% that the0 ell online forF+;-.)). Student /an pur/hae a one 0ear li/ene of S3et/h$p Pro forF+;.)). ?ut I 2ould re/ommend do2nloading the free verion from #oogle.

The ma4or differen/e 1et2een free and Pro verion i the a1ilit0 ofS3et/h$p Pro to import from and e8port into AutoCAD. If 0ou reall0 2antto import AutoCAD dra2ing% 0ou /ould do2nload the S3et/h$p Proverion for an = hour trial% import the AutoCAD dra2ing% and 4ut notfollo2 through 2ith 0our pur/hae. The earlier verion% S3et/h$p >.*%

allo2 for uing a free AutoCAD import plugin that 0ou /an do2nload fromthe #oogle S3et/h$p ite. 6o2ever% in order to import an AutoCADdra2ing into S3et/h$p >.*% 0ou need to firt ave the AutoCAD dra2ingdo2n to AutoCAD ())>. The AutoCAD dra2ing 2ill import into S3et/h$pa a #roup% 2hi/h /an then 1e e8ploded do2n to individual element%2hi/h% in turn% mut alo 1e e8ploded to 1e a1le to /hange them inS3et/h$p. It i 3ind of a me. It@ reall0 1etter 4ut to redra2 the dra2ing inS3et/h$p.

$'+TE#

MET$)D)8)%6

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12/23

.1 &NT#)D"T&)N

Ea/h oft2are run on the 1ai of ome methodolog0 /oded 10 the

developer. In aid to get ma8imum output from a oft2are one hould 3no2all poi1le input method.

or STAAD,PRO% firt dra2ing i needed 2hi/h /an 1e imported

from CAD or /an 1e dra2n uing 1eam node method% or STAAD editor.

Then Input for upport% /omponent of tru/ture i required and deign of

ea/h element /an 1e o1tained.

or S


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:.Create a floor uing tranlation repeat

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

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all line

-.Define upport at 1ottom In thi /ae fi8 upport are providedB

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

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>.Define "ive load 6ere uniforml0 ditri1uted load i live loadB

=.Sele/t option for printing

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In thi 2a0 o1 of input i /ompleted% after running anal0i follo2ing

reult /an 1e o1tained.

7hile one /an alo ue thee reult for deigning of different

/omponent.

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file i aved in e8tenion and further imported in taad foundation

ooting i deigned

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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 uing Puh5Pull% Offet % et/.

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:B inihing uing follo2 me% move% et/.

+B Appl0 different te8ture and material

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-B To opt more pre/ie and realiti/ rendering% !,ra0 Plugin i ued

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#ES"8TS 'ND D&S"SS&)N

ST''D+ro 3;i

In thi 2a0 methodolog0 if uing STAAD,PRO !=i i di/ued1riefl0 2ith e8ample of imple tru/ture. After appl0ing Dead load% live

load and defining the upport /odition% given tru/ture 2a anal0ed for

2ort loading /ondition after opting the Shear for/e and 1ending moment%

different /omponent u/h a /olumn%1eam%roof are deigned uing

taadpro itelf.

A methodolog0 follo2ed for normal tru/ture in taad pro i

*B oint uing node and 1eam(B Define upport:B Defining "oad+B Aigning "oad-B Defining material9B Printing option>B Anal0i

Ea/h 4o1 i again u1 divided in multiple maller 4o1 2hi/h

refine the input for tru/ture.

S-ET$"+ 201

use of staad-pro v8i and sketchup for simple structure

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