LEADER 04748nam 2200637 a 450 001 9910462805803321 005 20200520144314.0 010 $a0-7844-7685-3 035 $a(CKB)2670000000367922 035 $a(EBL)3115639 035 $a(SSID)ssj0000886523 035 $a(PQKBManifestationID)12400607 035 $a(PQKBTitleCode)TC0000886523 035 $a(PQKBWorkID)10817214 035 $a(PQKB)10728177 035 $a(MiAaPQ)EBC3115639 035 $a(Au-PeEL)EBL3115639 035 $a(CaPaEBR)ebr10715657 035 $a(OCoLC)922966153 035 $a(EXLCZ)992670000000367922 100 $a20120620d2012 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aPractical approximate analysis of beams and frames$b[electronic resource] /$fNabil Fares 210 $aReston $cAmerican Society of Civil Engineers$d2012 215 $a1 online resource (391 p.) 225 1 $aLecture notes in mechanics ;$v1 300 $aDescription based upon print version of record. 311 $a0-7844-1222-7 320 $aIncludes bibliographical references and index. 327 $a""Cover""; ""Contents""; ""Preface""; ""1 Approximate Analysis of Beams and Frames with no Sidesway""; ""1.1 Introduction to Sketching""; ""1.2 Passive Members in Continuous Beams and Frames""; ""1.3 Beam with a Moment Applied at One End and Resisting at the Other""; ""1.4 Example: Continuous Beam with Moment Applied at Only One Node""; ""1.5 Outline of Approximate Method for Analyzing Structures with No Sidesway""; ""1.6 Beam with a Uniform Load""; ""1.7 Example: Uniform Load""; ""1.8 Beam with a Point Force""; ""1.9 Example: Point Force""; ""1.10 Comments and Examples on Multiple Loads"" 327 $a""1.11 Beam with Two or More Internal Hinges""""1.12 Beam with One Internal Hinge, a Moment Applied at One End and Resisting at the Other""; ""1.13 Beam with One Internal Hinge and a Uniform Load""; ""1.14 Beam with One Internal Hinge and a Point Force""; ""2 Approximate Analysis of Frames with Sidesway""; ""2.1 The Cantilever and the Single Floor Portal Frame""; ""2.2 Approximate Analysis of Single Floor Frames Subject to a Horizontal Load""; ""2.3 Sketching Single Floor Portal Frames""; ""2.4 The Column with Rotary Springs and Moments at Both Ends"" 327 $a""2.5 Approximate Analysis of Multiple Floor Frames Subject to Horizontal Loads""""2.6 A Note on the Lumped Mass Model for Buildings""; ""2.7 Sketching Multiple Floor Frames Subject to Horizontal Loads""; ""2.8 Notes on Sidesway Due to Vertical Loads or Applied Couples""; ""3 Estimating Displacements in Beams and Frames""; ""3.1 Maximum Vertical Displacements in Beams""; ""3.2 Estimating Moment of Inertia""; ""3.3 Relative Vertical Displacements versus Strain in Beams""; ""3.4 Side Displacements of Frames Subject to Side Loads"" 327 $a""3.5 Obtaining Rotary Stiffness Factors from Slope Measurements in Beams""""4 Approximate Influence Lines for Indeterminate Beams""; ""4.1 Introduction to Influence Lines""; ""4.2 Exact Influence Lines for Statically Determinate Beams""; ""4.3 Approximate Influence Lines for Statically Indeterminate Structures""; ""Appendixes""; ""A: Beamsa???End-Moments and Inflection Points""; ""A.1 Moment End-Loaded Beam""; ""A.2 Uniformly Distributed Load""; ""A.3 Point Force""; ""B: Columna???Shear Stiffness, End-Moments and Inflection Points""; ""B.1 Cantilever""; ""B.2 Column for Single Story Building"" 327 $a""B.3 Column for MultiStory Buildinga???First Floor""""B.4 Column for MultiStory Buildinga???Top Floor (Top and Bottom Beams Similar)""; ""B.5 Column for MultiStory Buildinga???General Case""; ""C: Beamsa???Deflections and Rotations""; ""C.1 Displacements at Any Location""; ""C.2 Rotations at Any Location""; ""C.3 Uniform Loada???Mid Displacements""; ""C.4 Point Forcea???Centrally Loadeda???Mid Displacements""; ""C.5 Point forcea???Loaded Anywherea???Mid Displacements""; ""C.6 Point Momenta???Loaded Anywherea???Mid Displacements""; ""C.7 Cantilevera???Various Special Casesa???Displacements"" 327 $a""D: Useful Results for Influence Lines"" 410 0$aLecture notes in mechanics ;$v1. 606 $aGirders 606 $aFlanges 606 $aStructural frames 608 $aElectronic books. 615 0$aGirders. 615 0$aFlanges. 615 0$aStructural frames. 676 $a624.1/7723 700 $aFares$b Nabil$0659959 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910462805803321 996 $aPractical approximate analysis of beams and frames$92001708 997 $aUNINA