Final Steel Report (1)

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    CE 3233 GROUP PROJECT

    North Park Dominion Lexus

    Spring 2!"

    E#gar $i%%arrea%

    &a'har( Dean

    )urtis *n#er+a%%

    Su,mitte# to- Dr. *%,erto *rro(o

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    Table of Contents

    A. Executive Summary..Page 3

    B. Project Summary...Page 4

    C. Description................Page 5

    I. oa!s Consi!ere!..Page 5

    II. oa! "rans#er.Page 5

    III. "ypes o# Connections..Page $

    I%. Stee& S'apes(Strengt's )se!...Page *

    %. A!vantages(Disa!vantages o# )sing Stee&..Page +

    %I. Erection Se,uence(Construction Sc'e!u&e - Proce!ures...Page

    D. Site Images..Page /0

    E. Conc&usionPage /5

    1. Ac2no&e!gments..............Page /$

    . e#erences(6or2s Cite!Page /*

    7. Appen!ix.............Page /+

    I. Construction Documents(P&ans.............Page /

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    A. Executive Summary

    "'is report out&ines t'e !esign o# 8ort' Par2 Dominion exus &ocate! at 9/5+*

    I/0 6est San Antonio: "exas. A&& stee& mem;ers ere pre

    assist it' t'e !escriptions an! connections !escri;e! in t'e report.

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    B. Project Summary

    "'is report out&ines t'e !esign o# 8ort' Par2 Dominion exus &ocate! at 9/5+*

    I

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    C. Description

    I. Loas Consiere

    "'is structure as !esigne! uti&i=ing t'e &oa!s in!icate! an! app&ie! as re,uire!

    ;y t'e Internationa& Bui&!ing Co!e 90/9 e!ition. "'e ;ui&!ing as !esigne! as a ris2

    category 9 structure. "'e !esign &oa!s #or t'e roo# joists are 90 ps# !ea! &oa! an! 90

    ps# &ive &oa!. "'e roo# joist &oa!s supporting &ig't gage trusses it' concrete ti&es 'ave

    a !esign !ea! &oa! o# 45 ps# an! a !esign &ive &oa! o# 90 ps#. "'e roo# &ive &oa!s at +(/9

    s&ope are /$ ps#. "'e #irst #&oor s&a; &ive &oa! is /00 ps# an! t'e parts storage s&a; &ive

    &oa! is /50 ps#. "'e storage on t'e secon! #&oor 'as a !esign &ive &oa! o# /50 ps# an!

    t'e &ive &oa! on t'e secon! #&oor ot'er t'an storage is /00 ps#. "'e ;ui&!ing &ies in a

    in! exposure category >C? an! a ;asic in! spee! o# 0 mp' it' net up&i#t &oa!s o# 94

    ps# ere app&ie! in t'e ca&cu&ations. Importance #actors #or in!: sno: an! seismic

    ere app&ie! it' a va&ue o# one.

    II. Loa Transfer

    oa!s app&ie! #rom t'e secon! story #&oor an! t'e roo# suc' as sno: rain: &ive

    &oa!s an! !ea! &oa!s i&& ;e trans#erre! #rom t'e s&a;s on t'e meta& !ec2ing to t'ejoists 'ic' are secon!ary mem;ers t'at support t'ese !istri;ute! &oa!s. "'e joists i&&

    t'en trans#er t'e &oa!s to t'e gir!ers 'ic' are primary mem;ers !esigne! to support

    t'e secon!ary mem;ers. 8ext t'e gir!ers i&& trans#er t'e &oa!s to t'e co&umns 'ic'

    i&& at t'at point trans#er t'e &oa!s to t'e #oun!ation. "'e co&umns are e&!e! to ;ase

    p&ates 'ic' 'e&p trans#er t'e &oa!s to t'e supporting #oun!ation. "'ese &oa!s inc&u!e

    axia& &oa!s !ue to gravity: moments: s'ears an! sometimes axia& &oa!s !ue to up&i#t.

    S,uare 7SS use! on t'is project as &atera& ;racing a&so 'e&ps to e&iminate ;uc2&ing an!

    &atera& trans&ation o# t'e structure.

    III. Types of Connections

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    1or t'is stee& ;ui&!ing t'e connections t'at are to ;e use! inc&u!e ;o&te! an!

    e&!e! type connections. "'e ;o&te! connections o# primary mem;ers s'a&& con#orm to

    t'e re,uirements o# t'e A.I.S.C. >speci#ication #or structura& joints using AS"@ A

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    s'ape t'at i&& ;e use! is t'e S,uare an! rectangu&ar 7SS s'ape. Accor!ing to t'e

    p&ans: t'e s,uare 7SS s'ape is going to ;e use! #or some o# t'e co&umns in t'e

    structure an! t'e rectangu&ar 7SS s'ape is going to ;e use! #or some o# t'e ;eams in

    t'e structure. "'e s,uare 7SS s'ape i&& a&so ;e use! as ;racing to 'e&p e&iminate

    ;uc2&ing an! &atera& trans&ation. "'e p&ates i&& ;e use! on t'e ;ottom o# t'e co&umns

    attac'e! to t'e #oun!ation. "'ese p&ates i&& 'ave sti##eners e&!e! to t'em an! t'e

    co&umn to increase rigi!ity. Gnce t'is is !one t'ey i&& ;e ;o&te! !on to t'e #oun!ation

    it' anc'or ;o&ts 'ic' i&& t'en secure t'e co&umn #irm&y in p&ace. P&ates i&& a&so ;e

    use! to connect ;eams to co&umns as e&& as ;eams to ;eams in se&ect &ocations.

    ast&y: meta& !ec2ing i&& ;e use! 'ic' i&& 'e&p create t'e secon! story #&oor an!

    roo#ing an! i&& comp&ete t'e structura& construction o# t'e ;ui&!ing.

    In t'e construction o# t'is stee& ;ui&!ing t'e structura& stee& s'a&& ;e ne stee& an!

    s'a&& con#orm to t'e A.I.S.C. >speci#ication #or !esign: #a;rication an! erection o#

    structura& stee& #or ;ui&!ings.? A&& i!e #&ange sections use! are A

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    site. Anot'er g&aring a!vantage o# using stee& is t'at once it is !isassem;&e!: it can ;e

    use! again #or any ot'er type o# stee& structure. I# a contractor !eci!es to a!! onto an

    existing stee& ;ui&!ing: t'is i&& ;e no pro;&em !ue to t'e #&exi;i&ity o# t'e materia&. 8e

    stee& mem;ers can ;e connecte! to previous mem;ers it'out any type o# trou;&e. "'e

    &ong

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    can ;o&t it into p&ace unti& #ina& e&!s or ;o&ts can ;e p&ace!. A#ter t'e primary mem;ers

    ere erecte!: simp&e ;o&ts 'e&! it in p&ace it' ,uic2 ;racing to prevent it #rom #a&&ing or

    moving out o# position.

    "'e program use! to 2eep up it' t'e construction se,uence is Primavera:

    'ic' is an in!ustry #avorite an! is i!e&y use! in project management. Primavera

    a&&os #or eac' step a&ong t'e construction process to ;e &iste! it' a projecte! time to

    comp&ete eac' tas2 an! a&so a&&os #or over&ap. Proper management o# t'is program

    can secure a #aster t'an anticipate! project comp&etion. "'e average time #rame #or

    most !etai&ing or2 #or t'is project as approximate&y * !ays: it' many o# t'e minor

    !etai&ing !one it'in a time #rame o# to !ays. At t'e time o# t'e site visit: a&& portions o#

    t'e project 'ave ;een on sc'e!u&e even it' con#&icting eat'er t'at prevente! most

    or2 to ;e carrie! out #or severa& !ays.

    D. Site Ima$es

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    5rame o6 ,ui%#ing on 'on'rete s%a,

    Stee% ,eam ,eing transporte# to its %o'ation ,(the 'onstru'tion 'rane

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    Stee% ,eams an# 'o%umns ere'te#

    7o%te# 'onne'tion 6rom 'o%umn to stee%

    ,eam

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    *n'hor 7o%ts 6rom stee% 'o%umn to 'on'rete6oun#ation

    Joist s(stem

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    E. Conclusion

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    *ng%es an# P%ates use#

    7a( +i#th8 ,eam 'o%umn 'onne'tion

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    "'e exus Dea&ers'ip visit: !eve&ope! our a;i&ity to rea! an! navigate construction

    !ocuments: as e&& as: see t'e app&ication o# structura& stee& in rea& &i#e. @ost important&y t'is

    project 'e&pe! us as stu!ents gain experience o# 'o critica& it is to 2no 'at youKre !oing in

    t'e pro#ession an! not to ;e care&ess it' t'e !esign o# a structure. App&ing concepts suc' as

    so&i! mec'anics an! structura& ana&ysis are vita& #or structura& stee& !esign an! canKt ;e ta2en

    &ig't&y. Seeing t'e !esign proce!ure as a #irst

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    (. )eferences#*or+s Cite

    LMa'&ig Auto roup Announces 8e exus Dea&ers'ip N 8ort' SA C'am;er o#

    Commerce.L 8ort' SA C'am;er o# Commerce. 8.p.: n.!. 6e;. 9/ Apr. 90/4.

    A!e&&i: 7ojjat. LStructura& Stee&.LADVANTAGES AND DISADVANTAGES OF STEEL

    AS A STRUCTURAL DESIGN MATERIAL. "'e G'io State )niversity: 3 @ar. 900.

    6e;. 9$ 8ov. 90/4.

    LStee& Beam Sections.L Steel Beam Tables. 8.p.: n.!. 6e;. 9$ 8ov. 90/4.

    LAISC N 7ome.LAISC | Home. 8.p.: n.!. 6e;. 9$ 8ov. 90/4.

    LStructura& Stee& Detai&er.us.L Shape Tables. 8.p.: n.!. 6e;. 9$ 8ov. 90/4.

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    G. Ac+no,le$ements

    North Park Lexus o6 Dominion Car Dea%ership

    *r'hite'ts 6or the pro9e't are :i'hae% :';ntosh o6 :';ntosh *r'hite'ture

    Genera% 'ontra'tor 6or the North Park Lexus o6 Dominion Car Dea%ership

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    -. Appenix

    8ort' Par2 exus o# Dominion

    9/5+* 6 I7

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