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Movie Title A.1 The Centroids Game - Learning the Ropes A.2 Centroid calclation! tee shape A." Centroid calclation! #-shape A.% Centroid and moment o& inertia - tee shape A.' Coach Mohr(s circle o& inertia M1.1 *ormal+ shear+ and ,earing stress M1.2 *ormal stress ,asic pro,lems M1." hear stress ,asic pro,lems M1.$ Load capacit o& to-,ar assem,l M1.% hear stress in pin spport M1.' hear stress in ,olted &langes M1. ingle shear ,olted connection M1.8 o,le shear ,olted connection M1./ hear 3e and gear M1.10 4nching shear - slot M1.11 5nclined plane stresses! theor M1.12 tresses on inclined plane M1.1" )orce ,ased on inclined plane stresses M2.1 *ormal strain in rod assem,l M2.2 *ormal strain in pinned rod assem,l M2." *ormal strain ,asic pro,lems M2.$ *ormal strain in rotating mechanism M2.% hear strain in a plate M".1 The tension test M".2 The stress-strain diagram M"." Hoo3e(s La ,asic pro,lems M$.1 6eam-strt strctre &actors o& sa&et M$.2 esign ,olts &or splice plate connection M$." Load capacit o& ,eam-strt strctre M%.1 A7ial de&ormations ,asic pro,lems M%.2 Compond a7ial mem,ers ,asic pro,lems M%." e&ormation o& a compond a7ial mem,er M%.$ e&ormations in a three-rod assem,l M%.% Rod and post in series M%.' Coa7ial t,e and core M%. Rigid ,ar and to a7ial mem,ers M%.8 Rigid ,ar ith opposing mem,ers M%./ Right-angle ,ar ith to a7ial mem,ers M%.10 nd-to-end ,ars ith mis&it M%.11 A7ial mem,er s,9ect to temperatre M%.12 Temperatre e&&ects in a7ial mem,er M%.1" Rod and post ith temperatre change M%.1$ Coa7ial ,ars ith temperatre change M%.1% Mis&it in coa7ial mem,ers! lin3-and-rod M'.1 Torsion concepts M'.2 Torsion theor &or circlar sections M'." ign conventions &or torsion analsis
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M080 M120 M1'0 M2$0 M280 M"'0 M$$0 M$$% M$80 M$00 M880 M88% M'0 M800 M8$0 M%20 M'00 M'$0 M%'0 M'80 M20 *0$0 *120 *080 H200 H280 C080 C0$0 H080 H120 H0$0 C120 C2'0 C1'0 C200 C2$0 C280 C2/0 H1'0 C"20 C"'0 C$00 C$$0 0$0 080 120 1'0 280 0$0 2$0 1$0
M'.$ Alloa,le tor:e in a pipe sha&t M'.% Minimm diameter &or a solid sha&t M'.' Tisting o& a compond torsion mem,er M'. Mltiple tor:es M'.8 Ma7imm tor:e ,ased on tist angle M'./ Gear ,asics M'.10 Gear trains! tor:e and shear stress ;to sha&ts< M'.11 Gear trains! tor:e and shear stress ;three sha&ts< M'.12 Gear trains! angles o& tist M'.1" To sha&ts connected , gears M'.1$ Gear trains! poer transmission ;to sha&ts< M'.1% Gear trains! poer transmission ;three sha&ts< M'.1' etermine poer transmitted , a sha&t M'.1 etermine sha&t diameter ,ased on poer M'.18 etermine sha&t horsepoer M'.1/ hear stresses in coa7ial sha&ts M'.20 hear stresses in end-to-end sha&ts M'.21 Ma7imm tor:e &or composite sha&t M'.22 Ma7imm tor:e applied to coa7ial sha&t M'.2" ha&ts ith speci&ied rotation angle M'.2$ 5ndeterminate gear mechanism M.1 i7 rles &or constrcting = > M diagrams M.2 hear-&orce and ,ending-moment diagrams! )olloing the rles M." tep-,-step e7amples &or = > M diagrams M8.1 The Centroids Game - Learning the Ropes M8.2 The Moment o& 5nertia Game - tarting )rom :are ?ne M8." 6ending stresses in a &langed shape M8.$ =isali@e ,ending stresses M8.% Centroid calclation! tee shape M8.' Centroid calclation! #-shape M8. Tee shape section properties M8.8 Moments and ,ending stress M8./ etermine ma7imm ,ending stresses M8.10 7trded alminm ,eam M8.11 )le7re o& a ide &lange shape M8.12 6ending stress tee ,eam M8.1" Tension ,ending stress in #-,eam M8.1$ 6ending stress in a ,eam ith overhang M8.1% Moment o& inertia calcs &or ,ilt-p sections M8.1' The trans&ormed-section method M8.1 Alminm and ,rass composite M8.18 Tim,er ,eam rein&orced ith C)R4 M8.1/ Composite ood-steel ,eam M8.20 C-clamp normal stresses M8.21 4recast concrete ,eam and cor,el M8.22 The tree - com,ined a7ial and ,ending M8.2" Bi, crane ,oom M/.1 5nvestigating shear in ,eams M/.2 erivation o& shear stress &ormla M/." -tile M/.$ hear stress in a standard steel shape
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M/.% hear stress distri,tion in a tee ,eam M/.' hear stress in a &langed shape M/. hear stress in a signpost M/.8 tresses at a point in a ,eam M/./ *ailing to ,o7 ,eams M/.10 *ail spacing &or #-,eam M/.11 6olt spacing in ,ilt-p steel ,eam M/.12 hear &lo in ,ac3-to-,ac3 channels M/.1" hear &lo in ,olted ,o7 ,eam M10.1 6eam ,ondar condition game M10.2 6eam de&lections , integration method M10." 8 s3ills! 4art 5 M10.$ 8 s3ills! 4art 55 M10.% perposition Darm-#p M10.' ?ne simple ,eam+ one load+ three cases M10. 6eam de&lections , sperposition M10.8 Cantilever ,eam ith to point loads M10./ Cantilever ,eam ith linear loading M10.10 imple ,eam ith overhang M10.11 imple ,eam ith to overhangs M10.12 Cantilever ,eam ith partial loading M10.1" Compting &orces &rom 3non de&lections M10.1$ Compting moments &rom 3non slopes M11.1 4ropped cantilevers M11.2 6eam on three spports M11." Alternative approaches M11.$ 5ndeterminate ,eam ith elastic spport M12.1 The Ama@ing tress Camera M12.2 Correct angle &or stress trans&ormations M12." ign+ sign+ everhere a sign M12.$ 3etching stress trans&ormation reslts M12.% tress component terminolog M12.' erivation o& stress trans&orm e:ations M12. tresses on a speci&ied plane M12.8 Dood grain stresses M12./ tress trans&ormation learning tool M12.10 Coach Mohr(s circle o& stress M12.11 Mohr(s circle game - plane stress M12.12 Mohr(s circle game - principalFma7 shear M12.1" A,solte ma7imm shear stress M12.1$ 3etching stress trans&ormation reslts M12.1% eriving e:ations &or Mohr(s circle M12.1' raing Mohr(s circle &or plane stress M12.1 4rincipal stresses sing Mohr(s circle M12.18 Ma7 shear stress sing Mohr(s circle M12.1/ Mohr(s circle learning tool M1".1 train trans&ormation e7ample M1".2 train trans&ormation e7ample M1"." train trans&ormation e7ample M1".$ Coach Mohr(s circle o& strain M1".% train measrement ith rosettes
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M1".' 4rincipal stresses &rom rosette data M1". Generali@ed Hoo3e(s La! ,ia7ial stress M1$.1 pherical pressre vessels M1$.2 Clindrical pressre vessels M1$." Clindrical vessel eld stresses M1$.$ train gage to measre tan3 pressre M1$.% Critical strain &or pressre tan3 M1%.1 Com,ined a7ial &orce and torsion M1%.2 4rincipal stresses in a tee ,eam M1%." 4rincipal stresses in a rectanglar t,e M1%.$ 4rincipal stresses in a ide-&lange ,eam M1%.% 6eams ,ending a,ot to a7es M1%.' #p periscope M1%. Com,ined loadings - post and ,eam
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