couplebox beammoment loadreactions of propped beamcablecylinderinverted T-beamtriangular loaduniformly varying loadthree equations, three unknownsbronzetangential stressnon-concurrent forcesinclined planerectangular parallelepipedtruss reactionfloor framingthermal stresstensile stressmoment of inertiaintegration of polar areaelongationisosceles triangleoverhanging beammaximum deflectionrelationship between load shear and momentbending stressflexural stressbearing stresscantilever beamtorsional shearing stressspringmoment of a forceby inspectiontorsionW shapecubeequivalent couplecompression membercentroid by integrationsubstitutionarea-moment methodderivation of formulacomposite figuresmoving loadsbuilt-up beamsimultaneous equationscircular cylindermoment distribution methodinclinepyramidcombined axial and bendinggeometric progressionpinaluminum rodshear diagramaluminum barsupport reactionforce polygonrectanglevolumepartial differentiationparticular solutionfixed-end momentgiven shear diagramfrustumfully restrained beamrectangular loadequilibriumtrianglemethod of jointsaxial stresspower transmitted by a shaftpolar curvestrapezoidfixed-ended beamsuperposition methodreinforced timberdivision by tthree-moment equation factorshorizontal shear stressvertical stripmaxima and minimaoptimizationsimply supported beamLaplaceradical equationnon-parallel forcesbeam deflectionaluminumshipconstant accelerationflanged bolt couplingintegrating factordeflection by three-moment equationbendingsteelseparation of variableselastic diagramhorizontal stripmoment diagramstressmomentage problemcircular quadranttruss analysisreaction at the supportpartial derivativeimpending motionend deflectionangle of twistarea by integrationinverse transformsymmetrical loadthree-moment equationvolume of the spherenumber problemconereactionthermal deformationpulleyaxial deformationtime ratescommon areaunit weightexact equationsteel rodmoment over the supportpropped beamtimber beamtorqueT-beammaximum bending momentconcentrated loadrigid barequilateral trianglesteel barrotated axescontinuous beamsradius of gyrationtruss membersegment of a circlecoefficient of frictionsimple beamintegrationshear stressM/EI diagramfree-falling bodymoment diagram by partshomogeneous functionnormal stressvariables separablewater tankcentroid of arealongitudinal stressroof trussparabolic segmentcantilever trusslinear differential equationspheresteel platetimberprobability problemLaplace transformwedgeboxconjugate beamdeviation from tangentuniform loadtrussuniformly distributed loadplane areaselastic curvemethod of sectionstensile forcemotion problemcomponent methodsteel shaftshearing stresstension membertorsional stressdeformationwoodcomponents of a forcerootshowe trussresultantthree-force memberdeflection of beamwide-flangecircumferential stresscarinclined axespolar areavelocitydry frictionrigid supportcylindrical tankbeam rotationframecombined stressesquarter circlepoint loadcompressive stressI-beamequivalent sectioncircumscribing circleparallel forcesgeneral solutionpressure tankeconomic sectioncosine lawconical frustumanglecomposite rodsector of a circleshear flowstatic equilibriuminverse trigonometric functionright trianglehelical springtrigonometric functionsequivalent wood sectionmethod of membersinverse Laplacerectangular beamstrutfrictionless pulleyshear and moment diagramsinscribe anglearea of triangleconcurrent forcescentroidblocks and strutresolution of a forcebeam reactionrodmidspan deflectionrotationunsymmetrical beamangle of frictionbeamfink trusslightboltcircley-componentreal beamrivetsemi-circle