Structural Engineering

Draft 2.3LateralLoads 41 Figure2.8:Vibrationsof a Building 36 Thehorizontalforceat each level is calculatedas a portionof thebas ...

Draft 2.3LateralLoads 43 StructuralSystem RW H(ft) Bearingwallsystem Light-framedwallswithshearpanels Plywood wallsforstructures ...

Draft 2.3LateralLoads 45 Thetotalverticalloadis W= 2 ((200+ 0:5(400))(20)= 16000lbs (2.17) Thetotalseismicbaseshearis V = ZI ...

Draft 2.4OtherLoads 47 2.4 OtherLoads. 2.4.1 HydrostaticandEarth 39 Structuresbelow groundmustresistlateralearthpressure. q=K h ...

Draft 2.5OtherImportant Considerations 49 2.4.3 BridgeLoads For highway bridges,designloadsaregivenby theAASHTO(Associationof Am ...

Draft 2.5OtherImportant Considerations 51 Figure2.12:LoadPlacement to MaximizeMoments Figure2.13: LoadLifeof a Structure,(Linand ...

Draft 2.5OtherImportant Considerations 53 Thesectionis partof a beamor girder. Thebeamor girderis reallypartof a threedimension ...

Draft 2.5OtherImportant Considerations 55 Figure2.17:Two Way Actions ...

Draft Chapter 3 STRUCTURAL MATERIALS 1 Proper understandingof structuralmaterialsis essentialto bothstructuralanalysisandto stru ...

Draft 3.1Steel 59 HP is a bearingpilesection. Mis a miscellaneoussection. Lareanglesectionswhich may have equalor unequalsides. ...

Draft 3.2Aluminum 61 3.1.2 ReinforcingSteel 14 Steelis alsousedas reinforcingbarsin concrete,Table3.2. Thosebarshave a deformati ...

Draft 3.4Masonry 63 30 Density of normalweight concreteis 145lbs=ft 3 and 100 lbs=ft 3 forlightweight concrete. 31 Coecient of ...

Draft 3.6SteelSectionProperties 65 Designation A d bf 2 tf hc tw Ix Sx Iy Sy Zx Zy in 2 in in 4 in 3 in 4 in 3 in 3 in 3 W27x539 ...

Draft 3.6SteelSectionProperties 67 Designation A d bf 2 tf hc tw Ix Sx Iy Sy Zx Zy in 2 in in 4 in 3 in 4 in 3 in 3 in 3 W14x 74 ...

Draft 3.6SteelSectionProperties 69 Designation A d bf 2 tf hc tw Ix Sx Iy Sy Zx Zy in 2 in in 4 in 3 in 4 in 3 in 3 in 3 C 15.x ...

Draft 3.6SteelSectionProperties 71 Designation A wgt Ix Sx Iy Sy Zx Zy in 2 k=f t in 4 in 3 in 4 in 3 in 3 in 3 L 5.0x5.0x0.875 ...

Draft 3.7Joists 73 3.7 Joists 43 Steeljoists,Fig. 3.8looklike shallow trusses(warrentype) andaredesignedassimply supportedunifor ...

Draft 3.7Joists 75 Joint8K1 10K112K112K312K514K114K314K414K616K216K316K416K516K616K716K9 Desig. Depth (in.) 8 10 12 12 12 14 14 ...

Draft Chapter 4 Case Study I: EIFFEL TOWER Adapted from(Billington and Mark 1983) 4.1 Materials,& Geometry 1 Thetower was bu ...

Draft 4.2Loads 79 Width Location Height Width/2 Estimated Actual dy dx Support 0 164 328 .333 18.4 o Firstplatform 186 108 216 2 ...