Category:Beam theory

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See also categories: Plate theory, Sandwich theory, Leonhard Euler and Jakob Bernoulli.

Euler–Bernoulli beam theory

Method for load calculation in construction

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Instance of

Named after

Said to be the same as

Bernoulli hypotheses

Authority file
Q805099 GND ID: 4655009-4 Bibliothèque nationale de France ID: 18107681m
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Subcategories

This category has the following 5 subcategories, out of 5 total.

B

Beam support (3 C, 73 F)
Bearings and beams (2 C, 34 F)
Buckling (3 C, 68 F)

S

Section modulus (20 F)

T

Type of beam (21 F)

Media in category "Beam theory"

The following 200 files are in this category, out of 214 total.

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02114 06-12-03 fisurashormigón 4.JPG 375 × 218; 15 KB
02114 06-12-03 fisurashormigón 5.JPG 456 × 196; 18 KB
02114 06-12-03 fisurashormigón 6.JPG 375 × 160; 12 KB
2경간 연속보1.jpg 2,894 × 1,488; 487 KB
2경간 연속보2.jpg 2,497 × 2,181; 921 KB
Aaaㅁㅁㅁ.jpg 1,250 × 969; 125 KB
Balkenrandbed.png 742 × 600; 92 KB
Balkevenwicht.PNG 191 × 223; 9 KB
Ballon reflux flexion.svg 439 × 406; 38 KB
Beam cont example m Solid Mechanics.png 342 × 70; 1 KB
Beam cont example r Solid Mechanics.png 378 × 134; 1 KB
Beam cont example r Solid Mechanics.svg 735 × 360; 1 KB
Beam cont example s Solid Mechanics.png 342 × 138; 1 KB
Beam cont example Solid Mechanics.png 366 × 141; 1 KB
Beam cont Solid Mechanics.png 366 × 94; 942 bytes
Beam dirac ex1 Solid Mechanics.png 366 × 173; 2 KB
Beam dirac ex2 Solid Mechanics.png 366 × 190; 2 KB
Beam dirac ex3 Solid Mechanics.png 354 × 173; 2 KB
Beam ex1 Solid Mechanics.png 366 × 154; 1 KB
Beam ex2 Solid Mechanics.png 366 × 154; 2 KB
Beam ex3 Solid Mechanics.png 366 × 154; 2 KB
Beam example m Solid Mechanics.png 342 × 70; 1 KB
Beam example r Solid Mechanics.png 368 × 128; 1 KB
Beam example s Solid Mechanics.png 342 × 138; 1 KB
Beam example Solid Mechanics.png 366 × 145; 1,006 bytes
Beam section - box.svg 100 × 109; 7 KB
Beam section - circle.svg 69 × 59; 676 bytes
Beam section - ellipse.svg 119 × 68; 4 KB
Beam section - I.svg 85 × 108; 5 KB
Beam section - semicircle.svg 69 × 34; 723 bytes
Beam section - T.svg 85 × 83; 5 KB
Beam section - thick-walled tube.svg 128 × 59; 4 KB
Beam section - thin-walled square profile.svg 69 × 59; 731 bytes
Beam section - thin-walled tube.svg 69 × 59; 865 bytes
Beam Solid Mechanics.png 242 × 52; 497 bytes
Beam Stress.png 497 × 294; 8 KB
Beam stress.svg 512 × 387; 565 bytes
Beam-ax torq bend.png 801 × 164; 9 KB
Beam-ax torq bend.svg 511 × 105; 25 KB
BeamDiagram.png 924 × 713; 28 KB
BeamDiagram.svg 924 × 713; 8 KB
Beamsection rectangle.svg 90 × 77; 4 KB
Bidimentional beam scheme.jpg 1,276 × 611; 22 KB
BucklingBeam.png 204 × 344; 14 KB
Cantilever beam - uniformly loaded.svg 98 × 40; 6 KB
Cantilever deformation.png 444 × 600; 28 KB
Cantilevered Euler-Bernoulli beam excited at mode 2 resonance.gif 500 × 300; 644 KB
CERNIERA 1.jpg 523 × 465; 52 KB
CERNIERA 2.jpg 523 × 465; 55 KB
CIR scienza.jpg 1,187 × 344; 96 KB
Cisaillement pur poutre 2d alt.svg 277 × 190; 13 KB
Cisaillement pur poutre 2d.svg 277 × 190; 15 KB
De la piece au modele de poutre w.svg 932 × 294; 42 KB
De la piece au modele de poutre wel.svg 932 × 294; 46 KB
De la piece au modele de poutre.svg 932 × 294; 39 KB
Deflection of simble beam.svg 665 × 102; 19 KB
Demarche calcul rdm.svg 659 × 415; 314 KB
Diagramma delle caratteristiche della sollecitazione.svg 1,000 × 800; 3 KB
Disco piano.jpg 1,204 × 846; 223 KB
Elastic curve.svg 697 × 197; 29 KB
Elastic load method (full).png 2,000 × 2,916; 516 KB
Elastic load method (full).svg 852 × 1,242; 1.22 MB
Elastic load method.png 1,595 × 1,622; 175 KB
Elastic load method.svg 679 × 691; 447 KB
Elembeam Solid Mechanics.png 284 × 221; 2 KB
Elsőrendű nyomaték.svg 869 × 463; 25 KB
EstaticaDeBarras001.png 962 × 574; 15 KB
EstaticaDeBarras002.png 962 × 574; 16 KB
EstaticaDeBarras003.png 962 × 574; 15 KB
EstaticaDeBarras004.png 962 × 574; 19 KB
Fem2.png 1,051 × 450; 18 KB
Fem4.png 1,300 × 409; 23 KB
Figure 1 - Beam under Tensile stress loading to minimize weight..PNG 604 × 92; 4 KB
FirsMomAr.png 205 × 187; 970 bytes
Flexao2.JPG 460 × 182; 10 KB
Free-Free Euler-Bernoulli Beam animation.gif 360 × 219; 467 KB
GBT local coordinate system and Non-Null Stress Components.png 886 × 335; 36 KB
GBT membrane displacement field.png 443 × 38; 5 KB
Gbt2.png 750 × 340; 28 KB
Gbt3.png 597 × 273; 21 KB
Hyp beam.png 355 × 116; 1 KB
IbeamNAxis.jpg 505 × 251; 11 KB
Illustration accompanying derivation of Schwedler's theorem.svg 393 × 141; 12 KB
Illustration of GBT membrane displacement field.png 1,030 × 800; 123 KB
INCASTRO.jpg 629 × 427; 40 KB
Ingeklemde balk dwarsdoorsnede.PNG 352 × 267; 3 KB
Inklemming.png 273 × 313; 2 KB
KakaoTalk 20240427 164101611.jpg 1,068 × 525; 59 KB
KakaoTalk 20240427 170202774.jpg 1,440 × 332; 55 KB
KakaoTalk 20240427 170708575.jpg 1,440 × 379; 55 KB
Lanzarote Aeronautical Museum 2022 014.jpg 4,640 × 6,960; 19.86 MB
Lanzarote Aeronautical Museum 2022 015.jpg 4,640 × 6,960; 20.43 MB
Mechanika krouceni.svg 596 × 556; 4 KB
Mechanika ohyb.svg 516 × 556; 3 KB
Modele poutre axe verin chape bts cpi 2007.svg 293 × 195; 24 KB
Moment gnacy.JPG 629 × 464; 25 KB
Oberst1.jpg 748 × 521; 93 KB
Oberst2.gif 673 × 508; 8 KB
Oberst3.gif 760 × 449; 9 KB
Pattino e manicotto 2.jpg 982 × 512; 77 KB
Pattino e manicotto.jpg 982 × 512; 75 KB
Pied cuiseur graisse tube modele poutre.svg 262 × 251; 26 KB
Plattegrond , Bestanddeelnr 194-0050.jpg 2,297 × 3,332; 1.16 MB
Poutre cisaillement simple efforts tranchant et contrainte alt.svg 149 × 99; 17 KB
Poutre cisaillement simple efforts tranchant et contrainte.svg 149 × 199; 22 KB
Poutre cisaillement simple.svg 149 × 121; 17 KB
Poutre decoupee en fibres.svg 613 × 218; 50 KB
Poutre efforts cohesion principe coupure.svg 291 × 298; 50 KB
Poutre efforts cohesion.svg 207 × 290; 25 KB
Poutre efforts normal et contrainte.svg 149 × 199; 27 KB
Poutre flexion deviee angles.svg 85 × 155; 25 KB
Poutre flexion deviee.svg 471 × 594; 79 KB
Poutre flexion simple efforts tranchant calcul contrainte.svg 283 × 262; 20 KB
Poutre flexion simple efforts tranchant et contrainte.svg 210 × 199; 28 KB
Poutre flexion simple.svg 149 × 139; 19 KB
REAZIONI VINCOLARI.jpg 1,600 × 571; 173 KB
Reproductie van een bouwkundige tekening- Doorsnede van een Friesche stal te Grouw, 1905 - Grouw - 20496110 - RCE.jpg 2,480 × 2,485; 639 KB
Schwedler's theorem - axial force.svg 404 × 96; 8 KB
Schwedler's theorem - original drawing.jpg 799 × 499; 35 KB
Sdc azioni1.jpg 1,600 × 301; 128 KB
Sdc es2 cd1.jpg 1,120 × 525; 124 KB
Sdc es2 sit5.jpg 1,461 × 856; 168 KB
Sdc es2 sit6.jpg 1,219 × 642; 166 KB
Sdc es2 sit7.jpg 1,540 × 373; 134 KB
Sdc es3.1.1.jpg 1,171 × 813; 125 KB
Sdc es3.1.3.jpg 1,171 × 732; 131 KB
Sdc es3.1.4.jpg 1,190 × 687; 124 KB
Sdc es3.2.1.jpg 1,154 × 603; 158 KB
Sdc es3.2.2.jpg 1,222 × 738; 179 KB
Sdc es3.2.3.jpg 1,213 × 657; 160 KB
Sdc es3.3.1.jpg 1,222 × 771; 156 KB
Sdc es3.3.2.jpg 1,280 × 693; 152 KB
Sdc es3.3.3.jpg 1,122 × 654; 167 KB
Sdc es3.4.1.jpg 1,204 × 510; 126 KB
Sdc es3.4.2.jpg 1,219 × 690; 139 KB
Sdc es3.6.1.jpg 1,142 × 591; 111 KB
Sdc ex1.1.b.jpg 1,461 × 616; 164 KB
Sdc ex1.1.jpg 1,400 × 460; 100 KB
Sdc ex1.10.a.jpg 1,108 × 447; 71 KB
Sdc ex1.11.a.jpg 1,129 × 393; 93 KB
Sdc ex1.12.a.jpg 1,147 × 975; 127 KB
Sdc ex1.13.a.jpg 1,126 × 879; 89 KB
Sdc ex1.14.a.jpg 1,147 × 900; 134 KB
Sdc ex1.2.a.jpg 1,479 × 505; 108 KB
Sdc ex1.2.b.jpg 1,098 × 1,028; 168 KB
Sdc ex1.2.c.jpg 1,078 × 1,092; 150 KB
Sdc ex1.3.a.jpg 724 × 288; 55 KB
Sdc ex1.3.b.jpg 1,024 × 1,008; 172 KB
Sdc ex1.3.c.jpg 937 × 1,134; 155 KB
Sdc ex1.4.a.jpg 1,102 × 408; 62 KB
Sdc ex1.4.b.jpg 1,069 × 408; 77 KB
Sdc ex1.4.c.jpg 1,132 × 636; 114 KB
Sdc ex1.5.a.jpg 1,147 × 504; 80 KB
Sdc ex1.5.b.jpg 1,120 × 528; 120 KB
Sdc ex1.6.a.jpg 1,051 × 474; 60 KB
Sdc ex1.6.b.jpg 1,108 × 459; 77 KB
Sdc ex1.7.a.jpg 1,123 × 417; 66 KB
Sdc ex1.7.b.jpg 1,114 × 474; 100 KB
Sdc ex1.8.a.jpg 1,078 × 432; 62 KB
Sdc ex1.8.b.jpg 1,132 × 555; 109 KB
Sdc ex1.9.a.jpg 1,099 × 411; 73 KB
Sectional force axial.svg 512 × 354; 7 KB
Sectional force bending.svg 512 × 354; 7 KB
Sectional force of simple beam.svg 650 × 746; 142 KB
Sectional force shear.svg 512 × 354; 7 KB
Sectional force.svg 1,689 × 1,008; 49 KB
Segni delle caratteristiche della sollecitazione.svg 400 × 200; 1 KB
ShearBeam WZ.gif 623 × 238; 8 KB
Ship wave bending.svg 775 × 470; 27 KB
Simple beam with center load.svg 376 × 180; 10 KB
Simple beam with offset load.svg 376 × 210; 16 KB
Simple beam with uniform distributed load.svg 376 × 156; 20 KB
Solido trave.jpg 596 × 531; 74 KB
Sollicitations poutre isostatique uniformément chargée.svg 800 × 900; 33 KB
Stahlbau.T3.Übung1.StatischesSystem.jpg 394 × 343; 16 KB
Structureandideal.jpg 862 × 209; 26 KB
Superposition contraintes flexion deviee.svg 699 × 240; 125 KB
Superposition contraintes traction flexion.svg 533 × 308; 107 KB
Tekening , Bestanddeelnr 194-0044.jpg 3,335 × 3,272; 1.5 MB
Teknisk Elasticitetslære - Pl6-fig53.png 886 × 362; 19 KB
Teknisk Elasticitetslære - Pl6-fig54.png 590 × 870; 30 KB
Teknisk Elasticitetslære - Pl6-fig55.png 894 × 966; 47 KB
Teknisk Elasticitetslære - Pl6-fig56.png 976 × 592; 38 KB
Three moment theorem.png 1,395 × 625; 45 KB
Timoshenko beam sign convention.svg 406 × 380; 39 KB
TimoshenkoBeam.svg 954 × 540; 21 KB
Tolerància d'una biga.gif 450 × 281; 6 KB
Veestallen, interieur, koestal de klencke, Bestanddeelnr 194-0030.jpg 3,301 × 2,342; 1.26 MB
균열 유효 인장 단면적.png 733 × 587; 6 KB
깔끔한 계산1.jpg 3,445 × 2,327; 1.39 MB
깔끔한 계산2.jpg 3,213 × 2,279; 1.05 MB
모멘트 방향 실수1.jpg 3,617 × 1,293; 909 KB
변위일치법, 모멘트분배법 (0).jpg 2,027 × 1,196; 279 KB
변위일치법, 모멘트분배법 (1).jpg 1,997 × 2,013; 500 KB
변위일치법, 모멘트분배법 (2).jpg 2,209 × 1,721; 541 KB
변위일치법, 모멘트분배법 (3).jpg 2,733 × 1,657; 567 KB
보의 중립축.png 555 × 507; 6 KB
부정정 내민보.png 1,155 × 514; 11 KB
부정정 내민보1.png 1,231 × 593; 22 KB
부정정보 최소일의 원리1.jpg 3,781 × 1,709; 993 KB

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Bending of beams

Non-topical/index: