RBHraCaNacRkkm<úCa Cati sasna RBHmhakSRt

r;s

RksYgkargar nigbNþúHbNþalviC¢aCIv³ viTüasßanCatiBhubec©keTskm<úCa mhaviTüal½ysMNg;sIuvil

esckþIENnaMBIviFIsaRsþeRbIR)as; kmμviFI GEAR (Part I)

eroberogeday³ elak etg qay

©07-03-2008

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karENnaMBIviFIsaRsþkñúgkareRbIR)as;km μviFI GEAR

km μviFI GEAR CakmμviFImYysMrab;sMrYldl;GñkKNnamuxkat;rbs;eRKOgbgÁúM. km μviFIenH pþl;eGay user nUvkmμviFICaeRcIndUcCa karbMEbkxñatBI US mk SI / KNnalkçN³emkanicénrag FrNImaRt ¬m:Um:g;niclPaB¦/ muxkat;EdkenAkñúgmuxkat;ebtug/ muxkat;EdksMrab;eRKOgbgÁúMEdk>>>. edIm,IeGaykareRbIR)as;kmμviFIenH)anl¥ user RtUvmancMeNHdwgelIEpñk design structure dUcCa reinforced concrete nig steel structure. karKNnaeRKOgbgÁúMebtugGarem: km μviFIenHQrelIkUt ACI-318-95 ehIysMrab;karKNnaeRKOgbgÁúMGMBIEdk kmμviFIenHQrelIkUt AISC-ASD. Cakar EdlRbesIr niggayRsYlbMput user RtUvmansÁal;BIkUtTaMgBIrenH edIm,IeGaykareRbIR)as;pþl;nUv cMelIyEdlRtwmRtUv.

viFIsaRsþkñúgkar set up km μviFI GEAR eTAkñúgkMuBüÚTr½

- cUleTAkñúg folder “Gear” rYc double click elI file “set up”

- eyIg)antarag ACECOM Gear setup - Click elI button “OK”

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- bnÞab;mkeyIgTTYl)antarag ACECOMS Gear setup TIBIrEdlmanbgðajxageRkam - Click elI button “ ”

- bnÞab;mk Click elI button “Continue”

- rgcaM>>>>>>rYcehIy Click elI button “OK”

viFIsaRsþkñúgkarbBa©Úl License eTAkñúgkm μviFI GEAR eRkayeBl set up rYc eKminGaceRbIkmμviFIenH)aneT eRBaHvaCa demo program . dUcenHeKRtUvbBa©Úl License edIm,IeRbI)aneRcIncMnuc. xageRkamCaviFIsaRsþkñúgkar bBa©Úl License

sMrab;kmμviFI GEAR

- ebIkkmμviFI GEAR - cUlkñúg file menu eRCIserIs Change Authorization...

- eyIgTTYl)antarag Authorization Level

- Click elI button “Get From File...”

- eyIgTTYl)antarag Gear License Update

- cUr open file “LICA000” BI folder “gear license files”

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viFIsaRsþkñúgkareRbI General tools kñúgkm μviFI GEAR

General tools CaEpñkmYyrbs; GEAR sMrab;sMrYldl;GñkeRbIR)as;kñúgkarbMEbkxñat pþl;eGaynUv Engineering constant ¬tMélefr¦>>>> General tools man 5 EpñkKW³

1> Unit Converter: bMElg b¤bMEbkxñat 2> Engineering Constants: efrvisVkmμ 3> Dead load Reference: bnÞúkefr

nigTMgn;maD 4> Factor load: sMrYlkñúgkarKNnaemKuN

bnÞúk 5> Load Combination: bnSMbnÞúk

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edaysarkm μviFIenH eRbIkUt ACI-318-95 dUcenH cMnuc 4 nig5 min)ac;eRbIeT eRBaHemKuNqñaM (% xusBIemKuNqñaM @00#. 1> karbMEbkxñat BI menu bar click elI enaHeyIgnwgTTYl)antarag Unit Converter dUcbgðaj. BIRbGb; Quantity to Convert

eyIgGaceRCIserIsnUvCMerIsEdl eyIgcg;)an eday click eTAelI va vanwgmanépÞBN’exov. BIRbGb; From eyIgeRCIserIs nUvxñatedIm EdleyIgcg;bþÚr click eTAelIva vanwgmanépÞ BN’exov. BIRbGb; To eyIgeRCIserIsnUvxñat EdleyIgcg;)an click eTAelIva vanwgmanépÞBN’exov. RbGb;xageRkamEdlmanGkSrdit CaRbGb;EdleyIgRtUvvayelxcUl. enABIxagelIRbGb;enH man bgðajnUvelICMerIsEdleyIg)anerIskñúgRbGb; Quantity to Convert. ÉenABIxageRkammanbgðaj nUvxñatEdleyIg)anerIskñúgRbGb; From .

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RbGb;xaeRkamEpñkxagsþaM manGkSrmindit CalT§plEdleyIgTTYl)anBI tMélelxEdleyIgvay kñúgRbGb;dit. BIxageRkamRbGb;enHmanbgðaj nUvxñatEdleyIg)anerIskñúgRbGb; To . CMerIsEdleyIgGac eFVIkarbMElg b¤bMEbk)anrYmman³

- Length RbEvg - Area RkLaépÞ - Force, Weight kMlaMg ¬bnÞúk¦/ TMgn; - Force/Length kMlaMgkñúgmYyÉktaRbEvg - Stress, Pressure kugRtaMg/ sMBaF - Density dg;sIuet ¬m:as;maD¦ - Moment m:Um:g; - Velocity el,Ón - Acceleration sMTuH - Time efrevla - Permeability sMeNIm

2> efrvisVkm μ Engineering Constants BI menu bar click elI enaHeyIgnwgTTYl)antarag Engineering Constants

dUcbgðaj. BIRbGb;xagelI eyIgGaceRCIs erIsnUvCMerIsEdleyIgcg;)an eday click eTAelIva vanwgman

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épÞBN’exov. enaHlT§plnwgbgðajkñúgtaragxageRkam. EpñkenHmanPaBgayRsYlNas; eRBaHva RtUv)aneKeFVIeLIgCaCMnYysMrab;visVkrEtb:ueNÑaH. cUrcaMfaebIePøc kMuePøcebIkemIlva. 3> bnÞúkefr nigTMgn;maD Dead load Reference BI menu bar click elI enaHeyIgnwgTTYl)antarag Engineering Constants

dUcbgðaj. BIRbGb;xagelI eyIgGaceRCIs erIsnUvCMerIsEdleyIgcg;)an eday click eTAelIva vanwgman épÞBN’exov. enaHlT§plnwg bgðajkñúgtaragxageRkam.

viFIsaRsþkñúgkareRbI Geometric Properties kñúgkm μviFI GEAR

Geometric Properties CaEpñkmYyrbs; GEAR sMrab;KNnalkçN³FrNImaRtrbs;muxkat;. vapþl;nUv TIRbCMuTMgn;/ m:Um:g;niclPaB>>>>> muxkat;EdlvaGaceFVIkarKNna)anrYmman ragRtIekaN ragmUl ragctuekaN nigBhuekaN. Geometric Properties man 4

EpñkKW³

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1> Triangle Solver: KNnamuxkat;manragRtIekaN 2> Circle Solver: KNnamuxkat;ragrgVg; 3> Polygon Solver: KNnamuxkat;ragBhuekaN 4> Property Calculator: KNnalkçN³rbs;muxkat;EdlmanragepSg² 1> KNnamuxkat;ragRtIekaN BI menu bar click elI enaHeyIgnwgTTYl)antarag Triangle Solver dUcbgðaj. sMrab;RtIekaNeKRtUvsÁal; tMélbI ¬]³ RCugBIr mMumYy b¤RCugTaMgbI b¤RCugmYy mMuBIr¦. Side Length CaRbEvgRCug. a CaRCug BC b¤CaRCugEdl QmnwgmMu A . dUcKñacMeBaH b nig c CaRCugEdlQm nwgmMu B nig C erogKña.

cUr tick kñúgRbGb;NaEdl eyIgsÁal;tMél. rYcbBa¢ÚltMéleTAkñúgRbGb;enAxagsþaMsBaØaes μI. rYc Click enAelI button Compute enaHeyIgnwg)anlT§plenAkñúgRbGb;xagsþaM. Reset Ca button sMrab;bBa¢ÚltMéleLIgvij.

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bMNkRsaylT§plEdlTTYl)an Side - a = 80.0 RCug - a = 80.0

Side - b = 201.4 RCug - b = 201.4

Side - c = 139.514 RCug - c = 139.514

Angle - A = 17.394 mMu- A = 17.394

Angle - B = 131.182 mMu- B = 131.182

Angle - C = 31.423 mMu- C = 31.423

Gross Area - A = 4,200.052 RkLaépÞ - A = 4,200.052

Outer Perimeter - P = 420.914 brimaRt - P = 420.914

Centroid Coordinate - Xo = 89.889 kUGredaenTIRbCMuTMgn; - Xo = 89.889

Centroid Coordinate - Yo = 13.902 kUGredaenTIRbCMuTMgn - Yo = 13.902

Moment of Inertia - Ixx = 405,909.1 m:Um:g;niclPaB - Ixx = 405,909.1

Moment of Inertia - Iyy = 7,343,944.0 m:Um:g;niclPaB - Iyy = 7,343,944.0

Radius of Gyration - Rx = 9.83 kaMniclPaB - Rx = 9.83

Radius of Gyration - Ry = 41.815 kaMniclPaB - Ry = 41.815

Section Modulus - Sx(bottom) = 29,196.23 m:UDulénmuxkat; - Sx(bottom) = 29,196.23

Section Modulus - Sx(top) = 14,598.11 m:UDulénmuxkat - Sx(top) = 14,598.11

Section Modulus - Sy(left) = 81,699.82 m:UDulénmuxkat - Sy(left) = 81,699.82

Section Modulus - Sy(right) = 65,858.16 m:UDulénmuxkat - Sy(right) = 65,858.16

Total Width - W= 201.4 )at - W= 201.4

Total Height -H = 41.708 kMBs; - H = 41.708

cUreFVIkarsakl,g. 2> KNnamuxkat;ragmUl BI menu bar click elI

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enaHeyIgnwgTTYl)antarag Triangle Solver dUcbgðaj.

kñúgkarKNnalkçN³FrNImaRtrbs;muxkat;ragrgVg; dMbUleyIgRtUveFVIkareRCIserIslkçN³ énmuxkat;etIvatan; b¤Rbehag rYceTIbeFVIkarerIsragFrNImaRtrbs;va.

kñúgRbGb; Given Variables

eyIgGaceFVIkarerIsnUvCMerIsepSg²eTot. ehIyCMerIsTaMgenaH manlkçN³epSg² eTAtammuxkat;. sMrab;muxkat;rgVg;Rbehag CMerIsmandUcbgðaj.

muxkat;tan; muxkat;Rbehag

rgVg; knøHrgVg;

mYyPaKbYnrgVg; FñÚ

cMerokfas vNн

RbEvgkaM RbEvgFñÚr mMuCMral kMras;

KNna

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sMrab;muxkat;FñÚrRbehag CMerIsmandUcbgðaj. rYcerIsnUv CMerIsNamYyEdleyIgcg;)an b¤sÁal;.

enaHral;RbGb;Tinñn½yxageRkam nwgbþÚreTAtamCMerIsEdleyIg erIs.

eRkayeBlerIsehIy eyIgGacbBa©Úlral;Tinñn½y Edl km μviFIcg;)an.

bnÞab;mk Click enAelI button Compute enaHeyIgnwg)anlT§plenAkñúgRbGb;xagsþaM.

bMNkRsaylT§plEdlTTYl)an Outside Radius - R = 5.0 kaMxageRkA - R = 5.0

Chord Width - b = 7.1414 RbEvgFñÚrxageRkA- b = 7.1414

Sector Height - a = 1.5 kMBs; - a = 1.5

Included Angle - d = 91.1459 mMu - d = 91.1459

Tilt Angle - U = 0.0 mMuCMral - U = 0.0

Gross Area - Ag = 7.121 RkLaépÞ - Ag = 7.121

Outer Perimeter - P = 16.298 brimaRt - P = 16.298

Centroid Coordinate - Xo = 1.246 kUGredaenTIRbCMuTMgn; - Xo = 1.246

Centroid Coordinate - Yo = 3.57 kUGredaenTIRbCMuTMgn;; - Yo = 3.57

Moment of Inertia - Ixx = 26.978 m:Um:g;niclPaB - Ixx = 26.978

Moment of Inertia - Iyy = 1.653 m:Um:g;niclPaB - Iyy = 1.653

Radius of Gyration - Rx = 1.946 kaMniclPaB - Rx = 1.946

Radius of Gyration - Ry = 0.481 kaMniclPaB - Ry = 0.481

Section Modulus - Sx(bottom) = 303,516,000 m:UDulmuxkat; - Sx(bottom) = 303,516,000

Section Modulus - Sx(top) = 3.777 m:UDulmuxkat; - Sx(top) = 3.777

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Section Modulus - Sy(left) = 0.408 m:UDulmuxkat; - Sy(left) = 0.408

Section Modulus - Sy(right) = -0.886 kMBs; - Sy(right) = -0.886

Total Width - W= 2.18 TTwg - W= 2.18

Total Height -H = 7.141 kMBs; - H = 7.141

3> KNnamuxkat;BhuekaN BI menu bar click elI enaHeyIgnwgTTYl)antarag Polygon Solver dUcbgðaj. enAkñúgRbGb; Given Variables manCMerIseRcIn EtCMerIsEdlKYreGaycaMGarm μN_manBIrKW³ Do - Outside Dia Ggát;p©itrgVg; EdlBhu

ekaNcaritkñúg Di - Inside Dia Ggát;p©itrgVg; EdlBhu

muxkat;tan; muxkat;Rbehag

RtIekaNsmgS½ kaer

bBa¢ekaN qekaN

7RCug GdæekaN

BhuekaN n RCug

KNna

RbEvgGgát;p©it

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ekaNcariteRkA. bBa©ÚltMéleTAkñúgRbGb;xagsþaMéd rYcbnÞab;mk Click enAelI button Compute enaHeyIg

nwg)anlT§plenAkñúgRbGb;xagsþaM. lT§plEdleyIgTTYl)anmanlkçN³dUcxagelIEdr.

4> KNnalkçN³rbs;muxkat;EdlmanragepSg² BI menu bar click elI

enaHeyIgnwgTTYl)antarag Polygon Solver dUcbgðaj. eRCIserIsRbePTmuxkat;NamYyEdl eyIgcg;KNnalkçN³emkanic. dMbUgcUrerIsnUvRbePTmuxkat; NamYyEdleyIgcg;KNna enARb Gb;xageqVgbMput ¬manBN’elOg¦. bBa¢Úlral;tMéleTAkñúgRbGb;dMNak; TMhM ¬elxTaMgenaHRtUvmantMélFM Cag 10¦.

sMrab; Properties At RtUv erIsdUckñúgrUb. erIsyk Center of Gravity nig Global Axis . karerIsEbbenH eRBaHeyIgcg; KNnalkçN³FrNImaRteFonnwg TIRbCMuTMgn; ehIyGkS½kUGredaenKWCaGkS½eKal.

RbsinebIerIsyk Point rYceGaytMél X nig Y enaHeyIgKNnalkçN³FrNImaRteFob kUGredaen X nig Y enaH. cMeBaH Angle CamMurgVilGk½SkUGredaen.

bnÞab;mk Click enAelI button Compute enaHeyIg nwg)anlT§plenAkñúgRbGb;xagsþaM. ]TahrN_³ KNnalkçN³FrNImaRtmuxkat;xageRkam³

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bMNkRsaylT§plEdlTTYl)an Width - W = 100.0 TTwg - W = 100.0

Height - H = 100.0 kMBs; - H = 100.0

Perimeter - P = 400.0 brimaRt - P = 400.0

Area - A = 8,400.0 RkLaépÞ - A = 8,400.0

Centroid - Xo = 50.0 TIRbCMuTMgn; - Xo = 50.0

Centroid - Yo = 50.0 TIRbCMuTMgn; - Yo = 50.0

Basic Properties at C.G. about X,Y lkçN³FrNImaRteKalRtg;TIRbCMuTMgn; eFobGkS½ X,Y

Inertia - Ixx = 8,120,000.0 m:Um:g;niclPaB - Ixx = 8,120,000.0

Inertia - Iyy = 8,120,000.0 m:Um:g;niclPaB - Iyy = 8,120,000.0

Inertia - Ixy = 0.0 m:Um:g;niclPaB - Ixy = 0.0

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Derived Properties at C.G. about X,Y lkçN³FrNImaRtbMEbkRtg;TIRbCMuTMgn; eFobGkS½ X,Y

Modulus - Sxx(T) = 162,400.0 m:UDulénmuxkat;; - Sxx(xagelI) = 162,400.0

Modulus - Sxx(B) = 162,400.0 m:UDulénmuxkat;; - Sxx(xageRkam)=162,400.0

Modulus - Syy(L) = 162,400.0 m:UDulénmuxkat;; - Syy(xageqVg) = 162,400.0

Modulus - Syy(R) = 162,400.0 m:UDulénmuxkat;; - Syy(xagsþaM) = 162,400.0

Radius - rx = 31.0912 kaMniclPaB - rx = 31.0912

Radius - ry = 31.0912 kaMniclPaB - ry = 31.0912

Properties at C.G. about Principle Axis lkçN³FrNImaRtRtg;TIRbCMuTMgn;eFobGkS½em Moment of Inertia - I11 = 8,120,000.0 m:Um:g;;niclPaB - I11 = 8,120,000.0

Moment of Inertia - I22 = 8,120,000.0 m:Um:g;niclPaB - I22 = 8,120,000.0

Principle Angle - Tx1 = 0.0 mMurgVilRKITic - Tx1 = 0.0 ¬tMéleGayminRtwmRtUv¦

viFIsaRsþkñúgkareRbI RC Utilities kñúgkm μviFI GEAR

Utilities CaEpñkmYyrbs; GEAR sMrab;CMnYykñúgkarbMEbkmuxkat;sésEdk KNnaemKuN K

rbs;ssr nigKNnam:Um:g; Magnifier rbs;ssr;. RC Utilities man 3 EpñkKW³

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1> bMEbkmuxkat;Edk BI menu bar click elI

enaHeyIgnwgTTYl)antarag Rebar Calculator dUcbgðaj.

M xñat Metric

US xñat American

SI xñatGnþrCati cUrerIsyk SI . Rtg; Mode manBIrKW³ Input nig Output. Area CaRkLaépÞmuxkat;. Bars CaGgát;p©it Edk. Spacing CaKMlatEdk. RbsinebIeyIgsÁal;RkLaépÞmuxkat; ehIycg;)anGgát;p©itEdk enaHcUrerIsdUcxageRkam³

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EtRbsinebIeyIgsÁal;RkLaépÞmuxkat; ehIycg;)anKMlatEdk enaHcUrerIsdUcxageRkam³

Rtg; Rebar set cUrerIs Metric. ehIysMrab; Bar Selection

Rules cUrdUcxageRkam. ¬GacerIsepSgBIenH)an elIkElg Unit

width KYryk 1000mm¦. vaytMélkñúgRbGb; From ¬xñatEdleyIgvaybBa©Úl manxñatCa mm2 sMrab;CMerIs Area¦

rYc click elI Buttons “=”. eyIgnwg)anlT§plRtg; RbGb; To . 7-d20 mann½yfa EdkEdlmanGgát;

p©it 20mm cMnYn 7 edIm.

d8@333m ann½yfa EdkEdl manGgát;p©it 8mm manKMlatKñaBImYy eTAmYy cMgay 333mm edayKitBIGkS½.

eyIgGaceRCIsnUvCMerIsCaeRcIn eday click elI button eyIg)andUcxageRkam³

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2> KNnaemKuN K BI menu bar click elI

enaHeyIgnwgTTYl)antarag Column K-Factor Calculator dUcbgðaj. sMrab;TMrg;TaMg6 Edl

BT§½edaybnÞat;Rkhm RKan;Et eyIg click elIva vanwgecjtM él K kñúgRbGb; K Value

xageRkam k¾dUcKña nwgRbGb; Results xagsþaM.

sMrab;TMrg;3 epSg eTotEdlBT§½edaybnÞat;exov enAeBlEdleyIg click elIva vanwgecjpÞaMgmYyeTot Effective Length Factor K for Base Column

dUcxageRkam. eyIgerIsnUvCMerIsmYykñúgcMeNambYn énRbGb;xageqVgéd ¬karerIsGaRs½yeTA nwgrcna sm<n§½rbs;eyIg¦. cUrerIsyk Non sway ¬rcnasm<n§½mineyal b¤rcnasm<n§½manCnÞl;¦. rYceyIg RtUvbBa©Úl kMBs;ssr nigRbEvgFñwm edayKitBIGkS½ eTAGkS½éntMNr.

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kMNt;PaBrwgRkajTb;nwgkarBt; EI

eday click elI button enaHeyIgnwg)an tarag Gross Cross section Properties .

eRCIserIsRbePTmuxkat;. rYcbBa©Úl TMhMmuxkat;.

eRCIserIsyk Concrete ebImuxkat; eyIgeFVIBIebtugGarem:.

f’c CaersIusþg;rbs;ebtug strength . Ixx Cam:Um:g;niclPaBeFobGkS½ XX. Iyy Cam:Um:g;niclPaBeFobGkS½ YY.

eyIgerIsykmYyNa EdleyIgKitfaCaGkS½ EdlTb;nwgm:Um:g;Bt;.

sMrab;ssr Moment of Inertia

reduction factor mantMélesμ I 0.7.

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sMrab;Fñwm Moment of Inertia reduction factor mantMélesμ I 0.35. bnÞab;mk Click enAelI button Compute rYc Click enAelI button OK. vanwgecjnUvpÞaMg

Effective Length Factor K for Base Column eTot. cUreFVIdUcKñaRKb;RKb;Ggát;TaMgGs; eday click elI button . eRkayeBleFVIrYc cUr Click enAelI button Compute rYc Click enAelI button OK sMrab;tarag Effective Length Factor K for Base Column eyIgnwg)antMél K

enAkñúgRbGb; K Values .

3> KNnam:Um:g; Magnifier

BI menu bar click elI enaHeyIgnwgTTYl)antarag Column Moment

Magnifier dUcbgðaj. rYc Click enAelI button next enaHeyIgnwgTTYl )antaragdUcbgðajxag eRkam.

Length Lu CaRbEvgssr Story height CakMBs;Can; Conc. f’c ersIusþg;ebtug bBa¢ÚlTinñn½ykñúgRbGb;TaMgGs;enH.

eRCIserIs About X-Axis rW About Y-Axis GaRs½yelIGkS½eFob EdleyIgcg;)an.

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rYc Click enAelI button Edit Cross-section edIm,IkMNt;muxkat;ssr eyIgTTYl)antaragxag eRkam³

bBa©ÚlTinñn½y muxkat;ssreTAkñúgRbGb;dMNak;TMhM. eRCIserIs About X-Axis rW About Y-Axis GaRs½yelIGkS½eFob EdleyIgcg;)an. rYc Click enAelI button Compute EI rYc Click enAelI button OK. enaHeyIgnwg)anta

rag Step 1 of 3 vij. bnÞab;mk Click enAelI button Next enaHeyIgnwg)antaragf μI Step 2 of 3. cUreRCIserIsyk Non Sway . kMNt; Factor K eday Click enAelI button . eyIgnwgTTYl)antarag Column K-

Factor Calculator dUcbgðajxagelI. cUreFVIdUckarbgðajxagelI.

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eRkayeBlkMNt;rYc cUr Click enAelI button Next eyIg)antarag Step 3 of 3 dUcbgðaj xageRkam³

bBa©Úlral;Tinñn½y eTAkñúgRbGb; TaMgbYn. rYc Click enAelI button Next

eyIgnWg)antaragxageRkam³

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Click enAelI button Next eyIgnWg)antaragxageRkam³

Click enAelI button eyIgnWg)antaraglT§plgayRsYlemIldUcxag eRkam³

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viFIsaRsþkñúgkareRbI RC Members kñúgkm μviFI GEAR

RC Members CaEpñkmYyrbs; GEAR sMrab;sMrYldl;GñkeRbIR)as;kñúgkarKNnaeRKOgbgÁúM GMBIebtugGarem:. vapþl;nUv muxkat;EdkbeNþay nigEdkkg. General tools man 4 EpñkKW³ 1> Beam Designer: KNnaFñwm 2> Column Designer: KNnassr 3> Two-way Slab Designer: KNnakMral xNн 2Tis 4> Flat Slab Designer: KNnakMralKμanFñwm km μviFIenH eRbIkUt ACI-318-95 edIm,IKNna. edIm,Iyl;c,as; cUlGanesovePA KNna eRKOgbgÁúMEdlTak;Tgnwg kUt ACI-318-95 .

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1> karKNnaFñwm BI menu bar click elI eyIgTTYl)antaragdUcxageRkam

KNna EdkbeNþay ¬RtUvsÁal;m:Um:g;Bt; Flexure ¦ k> eRCIserIsmuxkat; x> kMNt;muxkat;Fñwm K> kMNt;lkçN³emkanicrbs;sMPar³

- fy ersIusþg;EdkbeNþay - f’c ersIusþg;ebtug - fys ersIusþg;Edkkg - Cover kMras;ebtugkarBarEdk EdlKitBIépÞebtugdl;épÞEdk.

X> bBa©ÚltMéleTAkñúg RbGb; Mu rYc Click enAelI button Design enaHeyIg)an

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Ast-Top muxkat;EdkxagelI Ast-Bot muxkat;EdkxageRkam enAeBl click enAelI button eyIgGacpþÚrmuxkat;Edk)an. edayerIsyk 4-d28.

muxkat;tMrUvkar muxkat;pþl;eGay

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rYceyIg click enAelI button ReDraw eyIgGacbþÚrrUbPaBxagelI.

KNna Edkkg ¬RtUvsÁal;kMlaMgkat;;TTwg Shear ¦

bBa©ÚltMéleTAkñúg RbGb; Vu rYc Click enAelI button Design enaHeyIg)an

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Av/S muxkat;EdkkgTb;nwgkMlaMgkat;TTwg. Rbsin ebIeRKOgbgÁúMrbs;eyIg rgnUvkMlaMgrmYl eyIgRtUvbBa©ÚltMéleTAkñúgRbGb; Tu rYc

Click enAelI button Design enaHeyIg)an

Av/S muxkat;EdkkgTb;nwgkMlaMgkat;TTwg. At/S muxkat;EdkkgTb;nwgkMlaMgrmYl. Av+At muxkat;EdkkgTb;nwgkMlaMgkat;TTwg nigkMlaMgrmYl. Al muxkat;EdkbeNþaybEnßmedIm,ITb;nwgkMlaMgrmYl. muxkat;EdkenH RtUvEckCaEpñk

ehIyykEpñknImYy² eTAbUkbEnßmCamYyEdkEdl)anBIm:Um:g;Bt;. ¬sUmemIlemeron EdlTak;Tg nwgkMlaMgrmYl¦

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KNnaeRKOgbgÁúM Edl)anviPaKedaykm μviFI GRASP

kñúgkrNIEdl eyIgviPaKeRKOgbgÁúMedaykm μviFI Grasp edayeyIgTTYl)antMélm:Um:g; kMlaMgkat;TTwg enaHeyIgGacyktMélTaMgenHmkKNnakñúgkm μviFIenH)an. edIm,IqøgcUlkñúgkmμviFI GEAR )aneyIgcaM)ac;RtUv Save kargarrbs;eyIgkñúgkm μviFI Grasp Camunsin ebImindUcenaHeT eyIgminGacKNnamuxkat;EdkedaykmμviFI Gear )aneT.

eyIgmaneRKOgbgÁúM dUcbgðaj enAeBlKNna eyIgRtUv Save rYcRtUvcaM Folder Edl)anrkSa. eyIg rkSa ÉksarEdlKNnaeRKOgbgÁúMedaykm μviFI Grasp enAkñúg Folder GRASP Edl File maneQ μaH 1 . rYcebIkkmμviFI Gear . Click enAelIb‘Utug eyI)antarag Beam action editor rYc Click enAelIb‘Utug Import

eyIgnwgTTYl)antarag Import RC Beam Section rYc Click enAelIb‘Utug Seach eyIgnwg)anta rag Open eday click yk File EdlmaneQ μaH 1 rYc Open enaHeyIgnwgRtlb;eTAkan;tarag Import RC Beam Section vij. BItarag Import RC Beam Section enH Click enAelIb‘Utug Open source file enaHeyIgnwgeXIjrUbeKOgbgÁúM elcecjenAkñúgRbGb;EpñkxageqVg.

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1

2

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Click elx 1 enAkñúg In File rYc Click enAelIb‘Utug > enaHvanwgecjelx 1enAkñúg RbGb; Imported enAeBlenaHdUcKña Ggát;elx 1 eLIgDit. eFVIdUcKñasMrab;elx 2 nigelx 3 . sUmeFVIkar eRCIserIsdUcbgðajkñúgrUb rYc Click enAelIb‘Utug OK .

1

2 3

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rYceyIgnwg)antarag Beam action editor rYc Click enAelIb‘Utug OK . Element Ggát; ¬Ggát;éneRKOgbgÁúMrbs;eyIgmanbI¦ eyIgGac Click enAelIb‘Utug > b¤ <

edIm,IeRCIserIsGgát;Edlmanelxerog 1, 2, 3. Section muxkat;; ¬muxkat;EdleyIgeRCIserIsmanbI KW edIm kNþal nigcug¦ eyIgGac

Click enAelIb‘Utug > b¤ < edIm,IeRCIserIsmuxkat;Ggát;edIm,IKNna rYmman End1, Max in span,

End2 . Loading bnÞúk ¬bnÞúkEdleyIgeRCIserIsmanBIr KW Gtibrma nigGb,brma¦ eyIgGac

Click enAelIb‘Utug > b¤ < edIm,IeRCIserIs rYmman Maximum, Minimum . enAeBlEdleyIgeRCIserIs enaHtMél m:Um:g;nwgelcecj kñúgRbGb; Mu dUcKña kñúgRbGb;

Vu . rYc Click enAelIb‘Utug Design eyIgnwg)anmuxkat;Edk. dUcKña sMrab;Edkkg.

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sMrab; Ggát;TI1 kNþalElVgeyIg)an EdkbeNþayxageRkam 4-d12. Mu = 68.4KN.m. sMrab; Ggát;TI1 cugxagsþaMeyIg)an EdkbeNþayxagelI 2-d16. Mu = -58.1KN.m.

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2> karKNnassr BI menu bar click elI eyIgnwgTTYl)antaragdUcxageRkam

sMrab;kmμviFIenH eyIgGacKNnaEdkbBaÄr eT. ÉkarKNnak¾manGVIxusEbøkBIEpñkFñwmEdr kñúgenaHeyIgRtUvsÁal; kMlaMg nigm:Um:g;EdlmanGM

eBImkelIssr. ehIyeyIgk¾GacykTinñn½yBIkmμviFI GRASP mkeRbIpgEdr edayGnuvtþn_dUcFñwm Edr.

kñúgkrNIEdleyIgsÁal;muxkat;ebtug nigmuxkat;Edk eyIgGackMNt;rglT§PaBrgkMlaMg rbs;ssr)an. Click enAelIb‘Utug enaHeyIgnwg)antarag RC Section Rebar Editor.

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Click nig Drag b‘Utug dak;cUleTAkñúgmuxkat;ebtug. rYc Click b‘Utug OK.

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enaHeyIgnwg )anTTYl tarag RC Column section design.

cUrkMNt;lkçN³rbs;sMPar³ rYmman fy fc’ nig Cover. bnÞab;mk Click enAelIb‘Utug

Redraw munnwg Click enAelIb‘Utug Investigate lT§plpþl;eGaykñúgRbGb; Results . lT§plsegçb EdlRtUvemIl³ Result Summary:

Axial Compression, ØPno = 1,753.7 kN kMlaMgsgát;cMGkS½ Axial Tension, ØPnt = -552.9 kN kMlaMgTajcMGkS½ Moment Capacity, ØMnx = 102.3 kN-m m:Um:g;Bt; Moment Capacity, ØMny = 0.0 kN-m m:Um:g;Bt; Resultant Capacity, ØMnxy = 102.3 kN-m m:Um:g;pÁÜb

Resultant Angle = 0 Deg. mMupÁÜb

- edIm,IemIldüaRkam Interaction . ClickenAelIb‘Utug eyIgTTYl)an

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- edIm,IemIldüaRkam Stress-strain . ClickenAelIb‘Utug eyIgTTYl)an

- edIm,I Import data BIkmμviFI Grasp . ClickenAelIb‘Utug rYcGnuvtþn¾dUckrNIFñwmEdr.

3> karKNnakMralxNнBIrTis BI menu bar click elI eyIgnwgTTYl)antaragdUcxageRkam

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1. eRCIserIsyk SI rYc Click “No”

2. bBa©ÚlTinñn½yeTAkñúgRbGb; Basic Data

- Rebar fy ersIusþg;Edk - Conc. f’c ersIusþg;ebtug - Cover Top kMras;ebtugkarBarEdkEpñkxagelI - Cover Bot kMras;ebtugkarBarEdkEpñkxageRkam - Conc. Density dg;sIuetebtug - Default Thick kMras;ebtugkMNt;eday User

3. bBa©ÚlTinñn½yeTAkñúgRbGb; Default Load Data

- Dead Load bnÞúkefr - Live Load bnÞúkGefr rYc Click enAelIb‘Utug “Apply to all slabs”

4. bBa©ÚlTinñn½yeTAkñúgRbGb; Input

1

2

3

4

5

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- Title eQ μaH - Cont Case (Continuity Cases) lkçxNÐCab; Edlman 9krNI dUcbgðajkñúgRbGb; Slab

Continuity Cases rUbEdlman ////// mann½yfa kMralxNÐenHCab;edaykMralxNÐenARCug enaH. ]> kMralxNÐelx 1 CakMralxNÐEdlCab;edaykMralxNÐTaMgbYnRCug rIÉkMralxNÐ elx9 CakMralxNÐEdlminmanCab;nwgkMralxNÐNaeT.

- Short Side RbEvgRCugxøI - Long Side RbEvgRCugEvg

- Thickness kMras; . RtUv)ankMNt;edaysVy½Rbvtþ enAeBlEdleyIg bBa©ÚltMélRbEvg RCugxøI nigEvg rYc Click eTAelIb‘Utug Auto Thickness . enAeBlEdltMélrbs;vaminKt; b¤ k¾mins¥at eyIgGacbBa©Úl kMras;)an.

- Uniform DL bnÞúkefrÉksNæan. ¬eyIgGacbBa©ÚlTinñn½yk¾)an¦ EtFmμta vaRtUv)ankM Nt;rYcehIy enAkñúgCMh‘anTI 3 .

- Uniform LL bnÞúkGefrÉksNæan. ¬dUcxagelI¦

5. emIllT§pl

- Moment

- (+ve) m:Um:g;bUk - (- ve) m:Um:g;dk

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- Steel

- Rebar

- Sketch

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4> karKNnakMralxNнK μanFñwm BI menu bar click elI eyIgnwgTTYl)antaragdUcxageRkam

Strip Width CMerokTTwg

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enAkñúgRbGb; Floor Type manCMerIs 6³ Flat Plate, Flat Plate with Capitals, Flat Slab with Drop Panels, Flat Slab with Drop Panels and Capitals, Beam Slab, General Flat Slab

Floor. eyIgeRCIserIsRbePTkMralxNÐeday Click eTAelIrUbPaB enaHGkSrnwgeLIgBN’exov. enAkñúgRbGb; Floor Location manCMerIs 3³ Interior, Exterior + Cantilever, Exterior. eyIgeRCIserIsTItaMgkMralxNÐeday Click eTAelIrUbPaB enaHGkSrnwgeLIgBN’exov. enAkñúgRbGb; Strip Location manCMerIs 3³ Intermediate, General Floor, Top Floor. eyIgeRCIserIsTItaMgCMerokeday Click eTAelIrUbPaB enaHGkSrnwgeLIgBN’exov. rYc Click “Next” . bBa©ÚltMélkMBs;ssr RbelaHElVg. rYc Click “Compute

Minimum Sizes”. enaHeK)antarag New Slab: Initial sizes of member. dUcrUbxageRkam.

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Click “Compute and Apply Min. Sizes”. rYc Click “Close”. enaHeKnwg)antaragedIm vij rYc Click “Next”.

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cUr Tick “Load Combination”. rYc Click “Refresh” . M- bgðajdüaRkamm:Um:g;. V- bgðajdüaRkamkMlaMgkat;TTwg.

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BinitüemIlRtg; Remark ebIman <Not OK> eKRtUveFVIkarkMNt;kMras;kMralxNÐ b¤RbePT kMralxNÐ >>> eLIgvij Click “Previous”. mann½yfaRtg; Remark RtUv < OK> TaMgGs;.

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karENnaMBIviFIsaRsþkñúgkareRbIR)as;km μviFI Gear (Part I) sUmbBa©b;RtwmenH. GrKuNcMeBaHkarGan nigGnuvtþ. RbsinebIyl;eXIjfa mancMnucminRtwmRtUvsUmemtþaR)ab;mkvij. rIkraycMeBaHkarEklMGr.

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