Theory of structures

Saved in:
Bibliographic Details
Main Authors: Majid, Taksiah A., (Author), Keong, Choong Kok, (Author), Yussof, Mustafasanie M., (Author)
Format: eBook
Language: English
Published: Pulau Pinang : Penerbit USM, [2013]
Subjects:
Structural engineering.
Structural design.
elektronické knihy
electronic books
ISBN: 9789838617222
9838617229
9838615676
9789838615679
9781523116638
1523116633
Physical Description: 1 online resource

Cover

Table of contents

LEADER 04610cam a2200493 i 4500
001 kn-ocn959539151
003 OCoLC
005 20240717213016.0
006 m o d
007 cr cn|||||||||
008 160121t20132013my a ob 001 0 eng d
040 |a COCUF  |b eng  |e rda  |e pn  |c COCUF  |d OCLCO  |d LOA  |d OCLCF  |d COCUF  |d OCLCQ  |d K6U  |d CCO  |d PIFAG  |d FVL  |d N$T  |d IGB  |d AGLDB  |d U3W  |d D6H  |d CN8ML  |d WRM  |d STF  |d OCLCQ  |d DKU  |d VTS  |d EZ9  |d COO  |d MERER  |d CUY  |d VT2  |d CEF  |d ERL  |d OCLCQ  |d LVT  |d S9I  |d TKN  |d KNOVL  |d AU@  |d AJS  |d OCLCO  |d OCLCQ  |d QGK  |d OCLCO  |d OCLCL  |d SXB  |d OCLCQ 
020 |a 9789838617222  |q (electronic bk.) 
020 |a 9838617229  |q (electronic bk.) 
020 |a 9838615676 
020 |a 9789838615679 
020 |a 9781523116638  |q (electronic bk.) 
020 |a 1523116633  |q (electronic bk.) 
035 |a (OCoLC)959539151  |z (OCoLC)1259068541 
100 1 |a Majid, Taksiah A.,  |e author. 
245 1 0 |a Theory of structures /  |c Taksiah A. Majid, Choong Kok Keong, Mustafasanie M. Yussof. 
264 1 |a Pulau Pinang :  |b Penerbit USM,  |c [2013] 
264 4 |c ©2013 
300 |a 1 online resource 
336 |a text  |b txt  |2 rdacontent 
337 |a computer  |b c  |2 rdamedia 
338 |a online resource  |b cr  |2 rdacarrier 
504 |a Includes bibliographical references and index. 
505 0 |a Cover Page; Half Title Page; Title Page; Copyright Page; Contents; Preface; Chapter 1 Basic Concept of Structural Analysis; 1.1 Introduction; 1.2 Objectives; 1.3 Types of Structures; 1.4 Types of Supports; 1.5 Reaction Forces; 1.6 Equation of Equilibrium; 1.7 Free Body Diagram; 1.8 Statical Determinacy; 1.9 Computation of Reactions Using Equations of Equilibrium; Excercises; Chapter 2 Analysis of Plane Trusses; 2.1 Introduction; 2.2 Objectives; 2.3 Common Types of Trusses; 2.4 Classification of Plane Trusses; 2.5 Determinacy and Stability of Plane Trusses. 
505 8 |a 2.6 Sign Convention and Member Forces Representation2.7 Method of Joints; 2.7.1 Identification of zero-force members; 2.8 Method of Sections; 2.8.1 Procedure of analysis; 2.9 Introduction to Other Types of Planar Structures; 2.9.1 Planar trusses: Compound and complex; 2.9.2 Space trusses; Exercises; Chapter 3 Analysis of Statically Determinate Beams and Frames; 3.1 Introduction; 3.2 Objectives; 3.3 Internal Forces in Beams; 3.4 Sign Convention and Computation of Shear Force and Bending Moment; 3.5 Shear Force and Bending Moment Diagrams for Beams; 3.5.1 Characteristics of SFD and BMD. 
505 8 |a 3.5.2 Qualitative deflected shape3.6 Frame; 3.7 Statical Determinacy of Frames; 3.8 Analysis of Plane Frames; Excercises; Chapter 4 Analysis of Cables; 4.1 Introduction; 4.2 Objectives; 4.3 Scope of Analysis; 4.4 Types of Cables; 4.5 Symmetrical Cable Subjected to Uniformly Distributed Load; 4.6 Forces in Cables Subjected to Uniformly Distributed Load; 4.7 Asymmetrical Cable Subjected to Uniformly Distributed Load; 4.8 Length of Cables; 4.8.1 Cables loaded with point loads; 4.8.2 Symmetrical cables; 4.8.3 Asymmetrical cables; 4.9 Support Conditions; Excercises. 
505 8 |a Chapter 5 Analysis of Three-Hinged Arch5.1 Introduction; 5.2 Objectives; 5.3 Comparison Between a Beam and Arch; 5.3.1 Advantage of the arch; 5.4 Determinate and Indeterminate Arches; 5.5 Equation of a Parabolic Arch; 5.6 The Bending Moment in the Arch Rib; 5.7 The Thrust and Shear Force in the Arch Rib; Exercises; Chapter 6 Deflection; 6.1 Introduction; 6.2 Objectives; 6.3 Elastic-Beam Theory; 6.4 Direct Integration Method; 6.5 Moment-Area Method; 6.6 Conjugate Beam Method; 6.6.1 Conjugate beam support; 6.6.2 Procedure for analysis; Excercises; Chapter 7 Influence Lines; 7.1 Introduction. 
505 8 |a 7.2 Objectives7.3 Influence Lines; 7.3.1 Quantitative influence lines; 7.3.2 Qualitative influence lines; 7.4 Maximum Shear Force and Bending Moment at Sections in Beams; 7.4.1 Concentrated force; 7.4.2 A series of concentrated load; 7.4.3 Distributed load; Excercises; Bibliography; The Authors; Index. 
506 |a Plný text je dostupný pouze z IP adres počítačů Univerzity Tomáše Bati ve Zlíně nebo vzdáleným přístupem pro zaměstnance a studenty 
590 |a Knovel  |b Knovel (All titles) 
650 0 |a Structural engineering. 
650 0 |a Structural design. 
655 7 |a elektronické knihy  |7 fd186907  |2 czenas 
655 9 |a electronic books  |2 eczenas 
700 1 |a Keong, Choong Kok,  |e author. 
700 1 |a Yussof, Mustafasanie M.,  |e author. 
776 |z 983-861-567-6 
776 |z 1-322-47667-5 
856 4 0 |u https://proxy.k.utb.cz/login?url=https://app.knovel.com/hotlink/toc/id:kpTS000032/theory-of-structures?kpromoter=marc  |y Full text 

Similar Items