Understanding Concept of Structural Analysis and Design By Janak P. Parikh

Part I – ANALYSIS
Chapter 1 STRUCTURES, FORCES, MOMENT – a Couple
of Forces

1.1 FORCE AND DISPLACEMENT DUE FORCE
1.2 GRAVITATIONAL FORCE
1.3 LOADS
1.4 RESULTANT OF TWO PERPENDICULAR FORCES
1.5 RESOLUTION OF A FORCE
1.6 RESULTANT OF MORE THAN TWO FORCES
1.7 MOMENT
1.8 MOMENT – A COUPLE OF FORCES, ROTATION DUE TO
MOMENT
1.9 EFFECT OF TWO EQUAL AND OPPOSITE COUPLES
1.10 EFFECT OF COMBINATION OF FORCE AND MOMENT

Chapter 2 EQUILIBRIUM

2.1 EQUILIBRIUM
2.1.1 VERTICAL FORCE ON A BODY
2.1.2 HORIZONTAL FORCE ON A BODY ALONG WITH
VERTICAL FORCE
2.1.3 MOMENT ON A BODY ALONG WITH HORIZONTAL AND
VERTICAL FORCES
2.1.4 MOVING BODY
2.1.5 EQUILIBRIUM CONDITIONS
2.1.6 A LABORATORY SET-UP TO VERIFY EQUILIBRIUM
CONDITIONS
2.2 SUPPORT
2.2.1 ROLLER SUPPORT
2.2.2 HINGE SUPPORT
2.2.3 FIXED SUPPORT
2.2.4 ANALYSIS OF ROLLER, HINGE AND FIXED SUPPORTS
2.3 BEAM
2.3.1 SIMPLE BEAM
2.3.2 CANTILEVER BEAM

Chapter 3 RESISTANCE TO FORCE BY MEMBER – STRESS,
STRAIN AND FAILURE

3.1 FORCE, EQUILIBRIUM AND STRESS
3.2 RESISTANCE, STRESS AND STRAIN
3.3 WAYS OF FAILURES OF A STRUCTURAL MEMBER
3.4 PULL (DIRECT TENSION)
3.5 PUSH (DIRECT COMPRESSION)
3.6 CHOP (DIRECT SHEAR)
3.7 MATHEMATICAL PROPERTIES OF A SECTION
3.8 BENDING (BENDING MOMENT)
3.9 TWISTING (TORSIONAL MOMENT)
3.10 CLASSIFICATION OF STRESSES

Chapter 4 STRUCTURAL MEMBERS AND THEIR ANALYSIS

4.1 INTRODUCTION
4.2 COLUMN ACTION AND COLUMN ANALYSIS
4.3 BEAM ACTION
4.3.1 BEAM ANALYSIS – CANTILEVER BEAM
4.3.2 SHEAR FORCE V AND BENDING MOMENT M AT A
SECTION X
4.4 BEAM COLUMN ACTION
4.4.1 BEAM COLUMN ANALYSIS
4.4.2 COMPARISON OF BEAM, COLUMN, BEAM-COLUMN
AND SHAFT ANALYSIS
4.5 PIN, CHAIN – A SERIES OF PINS
4.6 TRUSS
4.6.1 TRUSS – BEAM ACTION

Chapter 5 APPROXIMATION OF STRUCTURES AND
APPROXIMATE METHODS OF ANALYSIS

5.1 INTRODUCTION
5.2 APPROXIMATION OF STRUCTURE FOR ANALYSIS
5.3 SIMPLE AND FIXED ENDED BEAM AND COLUMN
5.4 SLAB
5.5 APPROXIMATION OF TRUSS FOR ANALYSIS
5.6 APPROXIMATE ANALYSIS OF AN INDETERMINATE
TRUSS TYPE STRUCTURE CARRYING LATERAL LOAD
5.7 M A K I N G I N D E T E R M I N A T E B E A M / F R A M E A
DETERMINATE ONE
5.8 APPROXIMATE ANALYSIS OF A FIXED END BEAM
5.9 APPROXIMATE ANALYSIS OF A PROPPED CANTILEVER
BEAM
5.10 M AND V DIAGRAMS OF SOME BEAM MEMBERS
LOADED WITH UNIFORMLY DISTRIBUTED LOAD
5.11 APPROXIMATE ANALYSIS OF 2 SPAN CONTINUOUS
BEAM
5.12 BEAMS – DEFLECTED SHAPE OF BEAM UNDER LOADING
AND CORRESPONDING SHAPE OF M AND V DIAGRAMS
5.13 FRAME
5.13.1 SHEAR WALL STRUCTURE
5.14 APPROXIMATE ANALYSIS OF A SINGLE PORTAL FRAME
WITH HINGED ENDS SUPPORTING GRAVITY LOADS
5.15 APPROXIMATE ANALYSIS OF A SINGLE PORTAL WITH
FIXED ENDS SUPPORTING GRAVITY LOADS
5.16 APPROXIMATE ANALYSIS OF A SINGLE PORTAL WITH
HINGED ENDS SUPPORTING LATERAL LOADS
5.17 APPROXIMATE ANALYSIS OF A SINGLE PORTAL WITH
FIXED ENDS SUPPORTING LATERAL LOADS
5.18 APPROXIMATE ANALYSIS OF MULTIPLE PORTAL
FRAME WITH LATERAL LOAD (PORTAL METHOD OF
ANALYSIS)
5.19 COMPARISON OF APPROXIMATE AND EXACT ANALYSIS
OF HINGED PORTAL WITH GRAVITY LOAD
5.20 COMPARISON OF APPROXIMATE AND EXACT ANALYSIS
OF FIXED PORTAL WITH GRAVITY LOAD
5.21 COMPARISON OF APPROXIMATE AND EXACT ANALYSIS
OF HINGED PORTAL WITH LATERAL LOAD
5.22 COMPARISON OF APPROXIMATE AND EXACT ANALYSIS
OF FIXED PORTAL WITH LATERAL LOAD
5.23 APPROXIMATE ANALYSIS OF 2 HINGED ARCH
Part II – DESIGN

Chapter 6 DESIGN CRITERIA

6.1 INTRODUCTION
6.2 BEAUTY AND FORM
6.3 STABILITY
6.3.1 RETAINING WALL AND STABILITY
6.3.2 CANTILEVER BEAM AND STABILITY
6.4 SAFETY AND EFFICIENCY
6.5 DEFLECTION, CRACKING AND VIBRATIONS
6.6 WARNING BEFORE TOTAL COLLAPSE
6.7 DESIGN CODES