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beRgonedaysaRsþacarü ³ b‘un ev:A qñaM 2011 Hong Veasna beRgonedaysaRsþacarü ³ b‘un ev:A qñaM 2011 Hong Veasna National Polytechnic institute of Cambodia Department of Civil Engineer By: Mr. BUN VAO Autodest Robot Structural Analysis 2010 matika 1> CMBUkTI1³ karKNnaFñwmebtugGaem (RC Beam Design)…………………………...1 1> karkMNt;kUd nig sMPar ………………………. ……………………………………5 2> karkMNt; Beam - Definition nig Beam – Sections………………………….9 3> karkMNt;Rbehagrbs;FñwmedIm,Idak;sMrab;dak;ExSrePøIg b¤ Tueya Beam – Opening.......13 4 karkMNt;kardak;bnÞúkelIFñwm Beam – Loads ……………………………….14 5> karkMNt; Story Parameters ................................................................19 5> karkMNt; Calculation Options …………………………………………………19 6> karkMNt; Reinforcement Pattern……………………………………..23 7> cab;epþImKNnarksésEdk Start Calculate……………………………………..27 8> düaRkam m:Um:g; nig kMlaMgkat;TTwg Moment and Shear force Diagram………….29 9> düaRkam PaBdab Deflection Diagram ……………………………………….....30 10> karRtYtBinitüemIlkardak;erobcMsésEdk Beam – Reinforcement ………………32 11> kMNt;sMKal;karKNna Calculation Note …………………………………..33 12> Drawing Parameters …………………………………………………………33 12> bøg;sagsg; (Drawing).…………………………………………...37 13> lMhat; ………………………...……………………………...49 14> lMhat; …………………………………………………….…51 National Polytechnic institute of Cambodia Department of Civil Engineer By: Mr. BUN VAO Autodest Robot Structural Analysis 2010 2> CMBUkTI2³ karKNnakRmal;xNÞ (RC slab design) ………………………………….53 1> karKNnakRmalxNÞebtugGaem (RC Slab Calculation)……………………..…...53 2> muxkat;eRKOgbgÁMú (Section of the structure) ……………………………………….54 3> lkçNrbs;sMPar³ (Materials Properties)………………………………………....54 4> karKNnabnÞúkkñúg 1m2 Calculate loading 1 m2 …………………………………55 5> karviPaK nig sikSaKNnaedayeGsuIGaykUd Analysis and Design ACI code ……55 6> bnÞab;mkcUrkMNt; Units and Format, Materials and Codes muneBleFVIkarviPaK nig sikSaKNana Analysis and Design :…………………………………………….57 I. karkMNt;karKUskRmalxNÞ ………………………………………………………62 II. karkMNt;kMras;kRmalxNÞ Slab thickness ………………………………………..63 III. karkMNt;TMr nig kardak;bnÞúk Determine supported ………………………………....68 IV. karbegáItRbePTbnÞúk Load Types …………………………………………………..69 V. kMNt;kardak;bnÞúkelIkRmalxNÞ Apply Loads ……………………………………....70 VI. karbnSMbnÞúk Combination Loads …….……………………………………………74 VII. kar Mesh kRmalxNÞ …………………………………………………………….76 VIII. karKNnakRmalxNÞ ……………………………………………………………79 IX. karKNnasésEdk nig bøg;sagsg;…………………………………………………82 National Polytechnic institute of Cambodia Department of Civil Engineer By: Mr. BUN VAO Autodest Robot Structural Analysis 2010 X> lMhat; ……………………………………………………………………………...99 CMBUkTI3³ karKNnassr RC Column Design …………………………………………..100 1> karKNnassrebtugGaem RC Column Calculation …………………………100 I. karkMNt; Tools ………………………………………………………………103 1. karkMNt; Units and Formats ………………………………………………….104 2. karkMNt; Materials …………………………………………………………….105 3. karkMNt; Steel….. ……………………………………………………………..105 4. karkMnt; Concrete ………………………………………………………………106 5. kareRCIserIs Database ………………………………………………………….106 6. kMNt; Design code …………………………………………………………….108 7. karkMNt; Load kñúgRbGb; Code combination nig bøg;sagsg;……………..108 II. karkMNt;muxkat;ssr Column Section ………………………………109 III. karkMNt; Elevation Dimensions: …………………………………109 IV. karkMNt;RbEvgPøat; Buckling Length …………………………….110 V. karkMNt;RbePTbnÞúk Load Definition …………………………….110 VI. karkMNt; Story Parameters …………………………………….111 VII. karkMNt; Calculation Options …………………………………….111 VIII. karkMNt; Reinforcement Pattern ……………………………………….114 IX. cab;epþImKNnarksésEdk Start Calculate ………………………………..117 X. karRtYtBinitüemIlkarerobcMsésEdk Column Reinforcement……………….121 National Polytechnic institute of Cambodia Department of Civil Engineer By: Mr. BUN VAO Autodest Robot Structural Analysis 2010 XI. Calculation Note …………………………………………………………123 XII. karerobcMRkdas;emIlbøg; Drawing Parameters ………………………124 XIII. karemIlbøg;sagsg;rbs;ssr Column Drawings ……………………126 CMBUkTI4³ karKNnaRKwHrak; Shallow Foundation Design ……………………………125 I. kMNt; Tool………….……….…..…………………………………………….........130 1. karkMNt; Units and Formats ……………………………………………………131 2. kMNt; Code Materials ………………………………………………………….131 3. kMNt; Tab steel ………………………………………………………………...132 4. kMNt; Tab Concrete ……………………………………………………………132 5. kMNt; Database ………………………………………………………………..133 6. kMNt; Load kñúgRbGb; Code Combinations ……………………………………134 II. karkMNt;TMhMRKwH ssr nig RbePTRKwH Foundation Definition……………………...135 1. karkMNt;TMhMeCIgtag nig ssretO …………………………………………….135 2. karkMNt;TMhMssr Tab Pier ………………………………………………….136 III. karkMNt;RsTab;dIenAeRkamRKwH Foundation Soil ………………………………….137 IV. karkMNt;bnÞúkEdlmanGMeBImkRKwH Foundation Loads …………………………….139 1. karkMNt;bnÞúkefr Dead Load …………………………………………………140 2. karkMNt;bnÞúkGefr Live Load ………………………………………………..140 V. karkMNt; Story Parameter ………………………………………………………..141 National Polytechnic institute of Cambodia Department of Civil Engineer By: Mr. BUN VAO Autodest Robot Structural Analysis 2010 VI. karkMNt; Geotechnical Option ………………………………………………….142 VII. karkMNt; Calculation Option ……………………………………………………143 VIII. karkMNt; Reinforcement Pattern ………………………………………………146 IX. karcab;epþImKNnarksésEdk Start Calculation ………………………………….148 X. karRtYtBinitüemIlkarerobcMsésEdk Foundation Reinforcement …………………150 XI. Calculation Note ………………………………………………………………..151 XII. Drawing Parameters ……………………………………………………….…..151 XIV. Drawing …………………………………………………………………….151 XV. XV. SHALLOW FOUNDATION DESIGN …………………………154 XVI. SHALLOW FOUNDATION DESIGN …………………………………..156 CMBUkTI5³ karKNnakñúgbøg; 3D …………………………………………………….157 I. karkMNt; units and Materials ……………………………………….….……159 II. karkMNt;G½kSGab;suIs Axis sMrab;KUs ………….…………………….…….…163 1- karkMnt;G½kS X ………………………………………………………...….…..163 2- karkMnt;G½kS Y………………………………………………………..……...164 3- karkMnt;G½kSry³kMBs Z ………………………………………………………165 4- karKUsFñwm nig ssr ………………………………………………………….165 5- karbegáItmuxkat;FñwmmandUcCa³ (20x30)cm, (20x40), (30x50)cm ……...166 6-karbegáItmuxkat;ssrmandUcCa³(20x20),(25x25) nig (30x30)cm………….….167 7 - karkMNt;bnÞúkEdlmanGMeBImkelIFñwm ……………..…………………….……168 III. bnÞab;mkeFVIkardak;bnÞúk ……………………………………………………170 National Polytechnic institute of Cambodia Department of Civil Engineer By: Mr. BUN VAO Autodest Robot Structural Analysis 2010 IV. karKNnassr RC Column Design ……………………………… 174 1- karkMNt;Elevation Dimensions 2- karkMNt;RbEvgPøat;Buckling Length ……………………………176 : ………………………………176 3- karkMNt;RbePTbnÞúk Load Definition …………………………..176 4- Story Parameters …………………………………………………….…177 5- karkMNt;Calculation Options …………………………………...178 6- karkMNt;Reinforcement Pattern ………………………………………180 7- cab;epþImKNnarksésEdk Start Calculate …………………………….,.182 8- karRtYtBinitüemIlkarerobcMsésEdk Column – Reinforcement ………,,.185 9- >Calculation Note ……………………………………………………,.188 10- Drawing ParameterskarerobcMRkdas;emIlbøg; ……………………..188 11- Column Drawings karemIlbøg; ……………………………….…….190 V. karKNnakMralxNÞ½ RC Slab Design ……………… ………………..…..191 VI. karKNnaeCIgtagbnÞab;BI Analysis …....................................................209 CMBUkTI6³ karsikSaKNnaRtws³2D (2D Truss Design)………………..226 1- eRCIserIskUdsRmab;KNna ……………………………………………………227 2- karkMNt;TMrg;rbs; Truss ……………………………………………………..231 3- karkMNt;TMr Truss ……………………………………………………………233 4- karkMNt;bnÞúkEdlmanGMeBIelI Truss ………………………………………….233 4-1 kMNt;RbePTbnÞúk (Load types) …………………………………234 National Polytechnic institute of Cambodia Department of Civil Engineer By: Mr. BUN VAO Autodest Robot Structural Analysis 2010 4- 2 kardak;eQµaHbnÞúkenAelI Truss …………………………………..235 4- 3 karsnSMbnÞúk Load Combination ……………………………………236 5 - karkMnt;rkkMlaMgkñúg nig kMlaMgRbtikmµrbs; Truss ………………….…237 6 kar Check nig Designmuxkat;r)arrbs;³ …………………..238 7 – lMhat; .............................................................................................243 CMBUkTI7³ 3D Steel Frame ……………………………………………….…...244 Click Icon Frame 3D Design ……………………………………….….…...246 1- karkMNt;G½kS Axis sMrab;KUr ………………………………………….….…...246 1.1 kMNt;G½kS X ……………………………………………………….……247 1.2 kMNt;G½kS Y ………………………………………………………….…248 1.3 kMNt;G½ks Z ………………………………………………………..……249 2- karKUsssr nig Steel Frame ……………………………………………..…..250 3- karKUsssrebtugGaem ………………………………………………………..251 4- karKUsssr UPA 160 …………………………………………………..…...252 5- kardak;TMr Support ………………………………………………………..….252 6- karKUsFñwm Beam …………………………………………………………..…253 7- karftcMlgrYbPaB Copy Frame ……………………………………………...354 8- karKUs CAE 40 x 3 ………………………………………………………..…255 9- KUsr)arEdkEdlmanmuxkat; CAE 40 x 3 ………………………………………256 10- karkMNt;bnÞúkmanGMeBIelIFñwm ............................................................................259 National Polytechnic institute of Cambodia Department of Civil Engineer By: Mr. BUN VAO Autodest Robot Structural Analysis 2010 11- karkMNt;tMélbnÞúk³ …………………………………………………………260 12- kardak;bnÞúk (Load Definition) …………………………………………….260 12-1 kardak;bnÞúkefr (Dead load) ……………………………………..260 12- 2> kardak;bnÞúkGefr (Live load) RtUveFVIdUcdak;bnÞúkefrxagelIEdr … 262 12- 3 karRbmUlbnÞúk ( Load Combination) ……………………… …263 12-4 viPaKmuxkat;Edk (Analysis) ……………………………………266 13. lMhat; 3D Frame Design………………………………………………….270 CMBUkTI8 ROBOT EXPERT 2010 ……………………………………………271 1- karKNnassrrgnUvkMlaMgsgát;cMp¢it ( Simple Compression ) ……………………271 2- karKNnaFñwm nig bøg;esEdlrgnUvm:Um:g;Bt ………………………………………...277 3- karKNna ssr b¤ Fñwm rgnUvbnSMbnÞúkrvagkMlaMgsgát;cMp¢it nig m:Um:g;Bt;mYyTis ……..281 4- karKNna ssr b¤ Fñwm rnUvbnSMbnÞúkrvagkMlaMgsgát;cMp¢it nig m:Um:g;Bt;mYyTis ………287 5- Shear and Torsion ………………………………………………………………………292 6- krNIman Torsion + Shear force :………………………………………………………...297 Reference …………………………………………………….……………….…..298 National Polytechnic Institute of Cambodia Department of Civil Engineer By: Mr. BUN VAO 1 Autodest Robot Structural Analysis Professional 2010 1350 300 3700 300 7700 300 5700 300 1350 500 P1 P2 P3 P4 P5 200 300 1500 4000 8000 6000 1500 4000 4000 200 300 B1 B2 B3 B4 B5 emeronTI1 sMKal; ³ eyIgRtUvEbgEckmMu 45 dWeRk eTAelIFñwmEdleyIgRtUvdak;bnÞúkBIelI . karKNnaFñwmebtugGaem RC Beam Design Plan View Fñwmrg Fñwmrg National Polytechnic Institute of Cambodia Department of Civil Engineer By: Mr. BUN VAO 2 Autodest Robot Structural Analysis Professional 2010 300 300 500 300 300 200 muxkat;eRKOgbgÁMú Frame Section : - muxkat;Fñwmem ³ 30cm x 50cm - muxkat;Fñwmrg ³ 20cm x 30cm - muxkat;ssr ³ 30cm x 30cm - kar:U nig )ayGr ³ 5cm (Mortar + Tile) - bøg;eskMras; ³ 10cm (Slab) - )ayGrbUkeRkambøg;es ³ 1.5cm (Plastering) bnÞúkmanGMeBImkelIkMralxNÐkñúg 1 m2 : - Self - Weight ¬mincaM)ac;kMNt;eT BieRBaHTukeGay Program vakMNt;edayxøÜnva ¦ - Live Load : LL=1.5 kN/m2 - Dead Load : ( Slab + Mortar + Tile + Plastering ) Slab = 0.1m x 25kN/m3 = 2.5kN/m2 Mortar + Tile + Plastering = ( 0.05m + 0.015m ) x 20kN/m3 = 1.2kN/m2 - Total Dead Load : 3.7kN/m2 Fñwmem Fñwmrg ssr National Polytechnic Institute of Cambodia Department of Civil Engineer By: Mr. BUN VAO 3 Autodest Robot Structural Analysis Professional 2010 Analysis and Design eday : ACI code Material Properties for Analysis and Design : - Yield Strength of Longitudinal Reinforcement : 390 MPa - Yield Strength of Transversal Reinforcement : 235 MPa - Compressive Strength of Concrete ( Cylinder ) : 25 MPa enAeBlebIk Program Autodesk Robot Structural Analysis Professional 2010 dMbUgeyIgnigeXIj dUcrUbxageRkambnÞab;mkeyIgeRCIserIsyk Icon dUcEdl)anbgðajenAelIrUbxageRkam ³ Step by Step Solution National Polytechnic Institute of Cambodia Department of Civil Engineer By: Mr. BUN VAO 4 Autodest Robot Structural Analysis Professional 2010 - bnÞab;mkeToteGRkg;nwgbgðajdUcrUbxageRkamenH 1. karkMNt;kUd CakarcM)ac;Nas;mun nwgeFVIkarKNna eKRtUvKMNt;kUd nig sMPar. Units and Format, Materials and Codes muneBleFVIkar Analysis and Design National Polytechnic Institute of Cambodia Department of Civil Engineer By: Mr. BUN VAO 5 Autodest Robot Structural Analysis Professional 2010 - cucelI Tool Menu > Job Preference……… - - eGRkg;nwgbgðajpÞaMgdUcrUb enARtg; Units and Formats RtUvkMNt;vaCa Metric National Polytechnic Institute of Cambodia Department of Civil Engineer By: Mr. BUN VAO 6 Autodest Robot Structural Analysis Professional 2010 Do you want to change all units for metric units? RtUveRCIserIsyk Yes eday click Button Yes. - enARtg; Materials RtUvkMNt;kUdeGay Materials RtUvykkUd Euro code rYccuceTAelI Modification edIm,IkMNt; . National Polytechnic Institute of Cambodia Department of Civil Engineer By: Mr. BUN VAO 7 Autodest Robot Structural Analysis Professional 2010 - rYccucelI Tab Steel rYcRtUvbMeBj Name nig Description dUcxageRkam - rYccucelI Tab Concrete rYcRtUvbMeBj Name nig Description nig Young modulus dUcxageRkam rYccuc OK. rYccuc Database > Reinforcing bars > Add new database to the list bnÞab;mkRtUveRCIserIsyk BAEL 99 rYccuc Button Add rYc Selected BAEL 99 ehIycuc Set as the current database . National Polytechnic Institute of Cambodia Department of Civil Engineer By: Mr. BUN VAO 8 Autodest Robot Structural Analysis Professional 2010 - rYccucelI Design codes kñúgRbGb; RC Structures RtUvkMNt;Ca ACI 318-08 metric - enARtg; Loads kñúgRbGb; Code combinations RtUvkMNt;Ca LRFD rYccuc OK . bnÞab;mkcuc Save job Preference rYccuc File name : ACI Code ( Save as type : job Preference ) National Polytechnic Institute of Cambodia Department of Civil Engineer By: Mr. BUN VAO 9 Autodest Robot Structural Analysis Professional 2010 rYccuc Save , ok , Close . . 2>1kMNt;FñwmTI1EdlmanRbelaH 8m karkMNt;muxkat; 2>karkMNt; Beam - Definition nig Beam - Sections 1- Select elIFñwmEdlcg;kMNt;muxkat; 2- cucelIrUb edIm,IkMNt;muxkat;Fñwm ragctuekaNEkg 3- enAkñúgRbGb; uploads/S4/ robot-new-khmer.pdf