Category:Structural analysis

Subcategorii

Această categorie conține următoarele 7 subcategorii, dintr-un total de 7.

Fișiere media din categoria „Structural analysis”

Următoarele 142 fișiere se află în această categorie, dintr-un total de 142.

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  21-S-C6-JK-50-P-P1a.png 2.891x2.216; 202 KB
  
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  21-S-C6-JK-556-F6-5-ZFM.png 2.729x2.113; 193 KB
  
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  21-S-C6-JK-I111-P10-P11-truss.png 2.937x2.106; 461 KB
  
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  21-S-C6-JK-I112-P81-engine-hoise.png 2.434x2.131; 302 KB
  
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  21-S-C6-JK-I113-R-P6-1-truss-square.png 2.601x1.924; 237 KB
  
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  21-S-C6-JK-I114-R-P6-2-truss-triangle-roller.png 3.116x1.803; 159 KB
  
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  21-S-C6-JK-I115-R-P6-3-triangle-truss-vertical-members.png 3.086x2.331; 200 KB
  
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  21-S-C6-JK-I116-R-P4-triangle-truss-not-vertical.png 3.440x2.231; 250 KB
  
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  21-S-C6-JK-PHYS1170-P6-9.png 2.937x2.106; 467 KB
  
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  21-S-C6-JK-S6-4-Example-6-6a2.png 2.821x1.698; 140 KB
  
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  21-S-C6-JK-S6-64-F6-4.png 2.160x2.385; 106 KB
  
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  21-S-C6-S2-RP-I1.png 3.036x2.379; 113 KB
  
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  21-S-C6-S3-RP-I1.png 2.290x1.342; 207 KB
  
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  21-S-C6-S5-MK-61-space-truss-example6-8.png 2.330x2.579; 844 KB
  
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  21-S-C6-S5-MK-62-space-truss-P6-51.png 2.206x2.624; 738 KB
  
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  21-S-C6-S6-JK-601-pipe-cutter.png 3.145x1.473; 284 KB
  
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  21-S-C6-S6-JK-P-108-skid steer loader.png 2.389x2.171; 329 KB
  
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  21-S-C6-S6-MK-63-example-6-16.png 2.796x1.905; 204 KB
  
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  21-S-C6-S6-MK-64-F6-16.png 2.255x2.205; 134 KB
  
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  21-S-C6-S6-MK-65-6-67.png 2.867x1.377; 174 KB
  
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  21-S-C6-S6-MK-66-6-94.png 1.517x2.201; 758 KB
  
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  21-S-C6-S6-MK-67-P101-P102.png 3.042x1.978; 365 KB
  
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  21-S-C6-S6-MK-68-P99.png 1.537x2.500; 140 KB
  
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  21-S-JK-C6-I1-a.png 2.559x1.535; 245 KB
  
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  21-S-JK-C6-I1-b.png 2.846x1.801; 164 KB
  
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  21-S-JK-C6-I1.png 2.846x1.801; 163 KB
  
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  21-S-JK-C6-I13a-01.png 2.854x1.851; 313 KB
  
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  21-S-JK-C6-I13a-G-01.png 2.854x1.851; 311 KB
  
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  21-S-JK-C6-I2-a.png 3.240x1.743; 952 KB
  
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  21-S-Jk-C6-I2-b.png 2.642x1.469; 73 KB
  
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  21-S-JK-C6-I3.png 2.404x1.686; 460 KB
  
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  21-S-JK-C6-I50-P-P1a-G.png 2.911x2.355; 203 KB
  
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  21-S-JK-C6-I51-P-P1b-G.png 3.077x1.892; 168 KB
  
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  21-S-JK-C6-I51-P-P1b.png 3.020x1.859; 170 KB
  
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  21-S-JK-C6-I52-P-P2b-G.png 2.862x2.520; 373 KB
  
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  21-S-JK-C6-I52-P-P2b.png 2.862x2.520; 378 KB
  
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  21-S-JK-C6-I53-P9-P10-G.png 3.022x2.186; 462 KB
  
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  21-S-JK-C6-I53-P9-P10.png 3.022x2.186; 461 KB
  
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  21-S-JK-C6-S6-4-Example-6-5a.png 3.100x1.780; 174 KB
  
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  21-S-JK-C6-S6-4-Example-6-5b.png 3.100x1.780; 148 KB
  
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  21-S-JK-C6-S6-4-Example-6-5c.png 2.367x1.851; 139 KB
  
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  21-S-Jk-C6-S6-4-Example-6-6.png 2.853x1.703; 140 KB
  
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  21-S-Jk-C6-S6-4-Example-6-6a-G.png 2.853x1.557; 143 KB
  
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  21-S-Jk-C6-S6-4-Example-6-6a.png 2.853x1.670; 149 KB
  
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  21-S-Jk-C6-S6-4-Example-6-6b.png 2.404x1.819; 109 KB
  
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  21-S-JK-C6-S6-4-P42-P43.png 3.057x2.234; 206 KB
  
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  21-S-JK-C6-S6-6-Example-6-12-b.png 1.556x2.401; 213 KB
  
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  21-S-JK-C6-S6-6-Example-6-12-c2.png 2.662x2.392; 185 KB
  
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  21-S-JK-C6-S6-6-Example-6-12-d1.png 1.448x1.686; 53 KB
  
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  21-S-JK-C6-S6-6-Example-6-12-d2.png 1.260x1.719; 58 KB
  
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  21-S-JK-C6-S6-6-Example-6-12-e.png 1.186x2.513; 142 KB
  
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  21-S-JK-C6-S6-6-P-6-82-vise-grip.png 2.359x1.846; 212 KB
  
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  21-S-JK-C6-S6-6-P-6-87.png 2.277x2.298; 198 KB
  
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  21-S-JK-C6-S6-6-P-91.png 2.861x2.214; 242 KB
  
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  21-S-JK-C6-S6-6-P-95-nail-clippers.png 1.969x1.966; 111 KB
  
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  21-S-JK-C6-S6-6-P-F6-13-pulley.png 1.537x2.722; 121 KB
  
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  21-S-JK-C6-S6-6-P-F6-14-beam.png 2.779x1.840; 161 KB
  
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  21-S-JK-C6-S6-6-P-F6-15-pliers.png 1.965x1.720; 136 KB
  
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  22-S-C6-S2-JK-680-Sections-Ex02.png 2.175x1.681; 255 KB
  
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  22-S-C6-S2-JK-681-Sections-Ex03.png 1.915x1.678; 200 KB
  
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  22-S-C6-S2-JK-682-Sections-11a.png 1.811x1.734; 127 KB
  
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  22-S-C6-S2-JK-683-Sections-11d.png 2.264x1.391; 110 KB
  
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  22-S-C6-S2-JK-684-Sections-12a.png 1.901x1.650; 135 KB
  
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  22-S-C6-S2-JK-685-Sections-F-P-6.png 2.331x1.851; 272 KB
  
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  22-S-C6-S2-JK-686-Sections-P-8.png 2.002x2.277; 211 KB
  
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  22-S-C6-S2-JK-687-Sections-P27-P28.png 2.435x2.065; 223 KB
  
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  22-S-C6-S3-JK-601-ZFM-truss.png 2.325x1.825; 307 KB
  
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  22-S-C6-S4-JK-641-truss-PMA.png 3.256x1.526; 397 KB
  
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  22-S-C6-S4-JK-642-truss-PMA.png 2.287x1.391; 144 KB
  
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  Analyse des conditions aux limites 3.jpg 556x483; 15 KB
  
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  Analyse des conditions aux limites 4.jpg 396x310; 13 KB
  
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  Analyse des conditions aux limites 7.jpg 826x256; 19 KB
  
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  Analyse des conditions aux limites 9.jpg 522x291; 10 KB
  
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  Anello iperstatico-Model.jpg 3.037x2.304; 246 KB
  
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  Anello iperstatico-Model2.jpg 3.037x2.304; 252 KB
  
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  Anello iperstatico.png 915x480; 24 KB
  
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  Assembly of 2 substructures consisting of nodes.png 1.075x420; 30 KB
  
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  Assembly of two substructures consisting of four nodes.png 334x130; 18 KB
  
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  Bettti's Theorem Beam.png 918x605; 35 KB
  
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  Brueckenpfeilerversuch (Kräftekonstanz).png 4.000x5.069; 19,17 MB
  
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  Calcolo telai piani-Convenzioni forze.png 1.754x1.240; 52 KB
  
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  Calcolo telai piani-Convenzioni spostamenti.png 1.754x1.240; 51 KB
  
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  Caratteristiche sollecitazione.jpg 1.375x498; 201 KB
  
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  CATIA.jpg 1.920x1.080; 144 KB
  
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  Closed thin-walled beam.png 349x364; 6 KB
  
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  Concrete-scia.jpg 1.024x768; 141 KB
  
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  Cone-2-80.jpg 360x270; 51 KB
  
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  Criterio di rottura di Coulomb.png 842x445; 32 KB
  
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  Decoupling of substructures from assembly.png 717x197; 32 KB
  
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  Decoupling of substructures.svg 504x139; 19 KB
  
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  DensityVSYieldStrength.png 1.546x862; 133 KB
  
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  DensityVSYoungsModulus.png 1.546x862; 115 KB
  
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  Eigenfrequency Analysis of a Truss Bridge.jpg 600x400; 153 KB
  
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  Einfeldtraeger.png 846x537; 20 KB
  
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  EPET 3-D animation PrintScreen.jpg 815x543; 115 KB
  
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  EPET print out.jpg 345x429; 80 KB
  
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  Fenics-map.png 512x531; 239 KB
  
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  Frame deflection1.jpg 1.707x2.930; 605 KB
  
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  Frame deflection2.jpg 1.812x2.168; 410 KB
  
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  Influence line.gif 900x750; 1,59 MB
  
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  It holds! (9599112251).jpg 2.832x4.256; 3,07 MB
  
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  Kreismembran.png 1.012x675; 15 KB
  
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  Ligismos.JPG 554x548; 13 KB
  
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  Plastic section modulus I-beam - strong axis.svg 242x207; 19 KB
  
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  Polfreikoerper.png 281x772; 10 KB
  
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  Polplan.png 281x570; 8 KB
  
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  Pressofless.svg 744x1.053; 157 KB
  
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  Ql-2-8-2.png 1.481x1.535; 24 KB
  
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  Regula semnelor pentru eforturi.png 299x119; 12 KB
  
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  RFEM-6-Scaled-Sums-Envelope.png 1.600x1.200; 479 KB
  
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  Screenshot von RFEM.png 1.279x1.024; 320 KB
  
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  Seismograms Cone.jpg 641x498; 136 KB
  
• Serrurier truss under load (side view).ogv 13 s, 600 × 180; 333 KB
  
• Serrurier truss under load (slanted view).ogv 13 s, 510 × 160; 332 KB
  
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  Shakedown-it.JPG 1.400x950; 71 KB
  
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  Shear and moment.jpg 380x347; 12 KB
  
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  Simplebeam.JPG 293x122; 7 KB
  
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  Sollecitazioni trave saintvenant.JPG 1.195x264; 31 KB
  
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  SRBPSS 1s.jpg 270x284; 26 KB
  
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  Static Structural Analysis of a Gripper Arm.jpg 600x400; 68 KB
  
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  Stress-disegno.jpg 800x366; 39 KB
  
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  Structure vs sequence in the PA clan.png 2.525x232; 116 KB
  
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  Sylmar085-Input in fractions of 'g'.jpg 642x452; 82 KB
  
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  Tire drum.gif 232x228; 2,1 MB
  
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  Two different levels of domain decomposition.svg 715x482; 1,39 MB
  
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  ابزارهای مهندسی نما.png 800x535; 90 KB
  
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  가상계.png 759x626; 37 KB
  
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  내적 일.png 1.344x531; 13 KB
  
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  매트릭스구조해석.png 671x688; 40 KB
  
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  모멘트 분배법 실수1.jpg 3.915x1.901; 1,46 MB
  
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  부정정 골조1.jpg 2.619x1.909; 498 KB
  
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  실제계.png 717x548; 37 KB
  
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  외적 일.png 722x504; 11 KB
  
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  조합응력1.png 857x585; 12 KB
  
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  프레임 처짐1.png 849x566; 11 KB
  
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  프레임 처짐2.png 848x654; 13 KB
  
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  프레임 처짐3.png 671x571; 9 KB
  
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  프레임 처짐4.png 672x603; 10 KB
  
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  프레임 처짐5.png 780x688; 12 KB
  
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  프레임 처짐6.png 680x605; 8 KB
  
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  프레임 처짐7.png 655x608; 10 KB
  
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  횡변위 없는 프레임1.jpg 3.681x1.905; 1,48 MB