Tuesday, 29 December 2015

Introducing to AutoCAD Civil 3D 2010 BY J a m e s W e d d i n g , P. e . R i c k g R a h a m


Introducing to AutoCAD Civil 3D 2010 BY J a m e s W e d d i n g , P. e . R i c k g R a h a m
Introduction ■ xv
Chapter 1   ■ Welcome to the Civil 3D Environment 1
Chapter 2   ■ General Tools 25
Chapter 3   ■ Lines and Curves 43
Chapter 4   ■ Survey 55
Chapter 5   ■ Points 71
Chapter 6   ■ Parcels 87
Chapter 7   ■ Surfaces 105
Chapter 8   ■ Alignments 127
Chapter 9   ■ Profiles and Profile Views 147
Chapter 10 ■ Assemblies and Corridors 171
Chapter 11 ■ Sections 181
Chapter 12 ■ Grading 197
Chapter 13 ■ Pipes 219
Chapter 14 ■ Projects 237
Appendix   ■ More Exercises for Exploring
AutoCAD Civil 3D 2010 253
Index         ■ 309

AutoCAD2011 FOR DUMmIES by David Byrnes


AutoCAD2011 FOR DUMmIES by David Byrnes

Sunday, 27 December 2015

Principles of Foundation Engineering Author Braja M. Das

Principles of Foundation Engineering  Author Braja M. Das

Design of Reinforced Concrete by Jack C. McCormac & Russell H. Brown

CONTENTS
Introduction 1
2 Flexural Analysis of Beams 35
3 Strength Analysis of Beams According to ACI Code 65
4 Design of Rectangular Beams and One-Way Slabs 82
5 Analysis and Design of T Beams and Doubly Reinforced Beams 112
6 Serviceability 154
7 Bond, Development Lengths, and Splices 184
8 Shear and Diagonal Tension 223
9 Introduction to Columns 263
10 Design of Short Columns Subject to Axial Load and Bending 281
11 Slender Columns 317
12 Footings 347
13 Retaining Walls 394
14 Continuous Reinforced Concrete Structures 431
15 Torsion 470
16 Two-Way Slabs, Direct Design Method 492
17 Two-Way Slabs, Equivalent Frame Method 532
18 Walls 547
19 Prestressed Concrete 567
20 Reinforced Concrete Masonry 602
A Tables and Graphs: U.S. Customary Units 631
B Tables in SI Units 669
C The Strut-and-Tie Method of Design 675
D Seismic Design of Reinforced Concrete Structures 683
Glossary 699
Index 70


Textbook of fluid mechanics by R K Bansal






Textbook of fluid mechanics by R K Bansal is very popular book of Fluid mechanics for undergraduate students studying Mechanical engineering or other related. this has great combination of both theory and numerical.



Introduction of fluid mechanics -R K Bansal

Fluid mechanics is defined as the science that deals with the behavior of fluids at rest (fluid statics)

or in motion (fluid dynamics), and the interaction of fluids with solids or other fluids at the boundaries.
Fluid mechanics is also referred to as fluid dynamics by considering fluids at rest as a special case of motion with zero velocity
Fluid covers the all respect of engineering education. this subject has great importance for ocean engineering as well as aerospace engineering.

CONTENTS
01. Properties of Fluids
02. Pressure and Its Measurements
03. Hydrostatic Forces on Surfaces
04. Buoyancy and Flotation
05. Laminal flows
06. Dynamics of Fluid Flow
07. Orifices and Mouthpieces
08. Notches and Weirs

Saturday, 26 December 2015

MD SOLIDS

MDSolids is software for topics taught in the Mechanics of Materials course (also commonly called Strength of Materials or Mechanics of Deformable Solids). This course is typically a part of civil, mechanical, and aerospace engineering programs and a number of related programs. The software also features a number of modules for topics taught in the Statics course.
MDSolids consists of routines for beams and flexural members, torsional assemblies, axial assemblies, trusses, columns, pressure vessels, section properties, Mohr's circle analysis (including stress transformations and strain transformations), and many more topics.
For over a decade, MDSolids has been meeting the needs of students and engineering professionals. These users will tell you that no engineering software is easier to use or more versatile. Please have a look at the features of MDSolids to discover what this software can do for you.
MDSolids runs in Windows 8, Windows 7, and all prior versions of Windows
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MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES


ACI CODE 318-14


TABLE OF CONTENTS
CHAPTER 1
GENERAL
1.1—Scope of ACI 318, p. 9
1.2—General, p. 9
1.3—Purpose, p. 10
1.4—Applicability, p. 10
1.5—Interpretation, p. 11
1.6—Building official, p. 12
1.7—Licensed design professional, p. 13
1.8—Construction documents and design records, p. 13
1.9—Testing and inspection, p. 13
1.10—Approval of special systems of design, construction,
or alternative construction materials, p. 13
CHAPTER 2
NOTATION AND TERMINOLOGY
2.1—Scope, p. 15
2.2—Notation, p. 15
2.3—Terminology, p. 30
CHAPTER 3
REFERENCED STANDARDS
3.1—Scope, p. 45
3.2—Referenced standards, p. 45
CHAPTER 4
STRUCTURAL SYSTEM REQUIREMENTS
4.1—Scope, p. 49
4.2—Materials, p. 49
4.3—Design loads, p. 49
4.4—Structural system and load paths, p. 49
4.5—Structural analysis, p. 52
4.6—Strength, p. 52
4.7—Serviceability, p. 53
4.8—Durability, p. 53
4.9—Sustainability, p. 53
4.10—Structural integrity, p. 54
4.11—Fire resistance, p. 54
4.12—Requirements for specific types of construction,
p. 54
4.13—Construction and inspection, p. 56
4.14—Strength evaluation of existing structures, p. 56
CHAPTER 5
LOADS
5.1—Scope, p. 57
5.2—General, p. 57
5.3—Load factors and combinations, p. 58
CHAPTER 6
STRUCTURAL ANALYSIS
6.1—Scope, p. 63
6.2—General, p. 63
6.3—Modeling assumptions, p. 68
6.4—Arrangement of live load, p. 69
6.5—Simplified method of analysis for nonprestressed
continuous beams and one-way slabs, p. 70
6.6—First-order analysis, p. 71
6.7—Elastic second-order analysis, p. 79
6.8—Inelastic second-order analysis, p. 81
6.9—Acceptability of finite element analysis, p. 81
CHAPTER 7
ONE-WAY SLABS
7.1—Scope, p. 83
7.2—General, p. 83
7.3—Design limits, p. 83
7.4—Required strength, p. 85
7.5—Design strength, p. 85
7.6—Reinforcement limits, p. 86
7.7—Reinforcement detailing, p. 88
CHAPTER 8
TWO-WAY SLABS
8.1—Scope, p. 93
8.2—General, p. 93
8.3—Design limits, p. 94
8.4—Required strength, p. 97
8.5—Design strength, p. 102
8.6—Reinforcement limits, p. 103
8.7—Reinforcement detailing, p. 106
8.8—Nonprestressed two-way joist systems, p. 117
8.9—Lift-slab construction, p. 118
8.10—Direct design method, p. 118
8.11—Equivalent frame method, p. 124
CHAPTER 9
BEAMS
9.1—Scope, p. 129
9.2—General, p. 129
9.3—Design limits, p. 130
9.4—Required strength, p. 132
9.5—Design strength, p. 134
9.6—Reinforcement limits, p. 136

9.7—Reinforcement detailing, p. 140
9.8—Nonprestressed one-way joist systems, p. 149
9.9—Deep beams, p. 151

CHAPTER 10
COLUMNS
10.1—Scope, p. 153
10.2—General, p. 153
10.3—Design limits, p. 153
10.4—Required strength, p. 154
10.5—Design strength, p. 155
10.6—Reinforcement limits, p. 156
10.7—Reinforcement detailing, p. 157
CHAPTER 11
WALLS
11.1—Scope, p. 163
11.2—General, p. 163
11.3—Design limits, p. 164
11.4—Required strength, p. 164
11.5—Design strength, p. 165
11.6—Reinforcement limits, p. 168
11.7—Reinforcement detailing, p. 169
11.8—Alternative method for out-of-plane slender wall
analysis, p. 171
CHAPTER 12
DIAPHRAGMS
12.1—Scope, p. 173
12.2—General, p. 173
12.3—Design limits, p. 175
12.4—Required strength, p. 175
12.5—Design strength, p. 178
12.6—Reinforcement limits, p. 185
12.7—Reinforcement detailing, p. 185
CHAPTER 13
FOUNDATIONS
13.1—Scope, p. 187
13.2—General, p. 189
13.3—Shallow foundations, p. 192
13.4—Deep foundations, p. 193
CHAPTER 14
PLAIN CONCRETE
14.1—Scope, p. 195
14.2—General, p. 196
14.3—Design limits, p. 196
14.4—Required strength, p. 198
14.5—Design strength, p. 199
14.6—Reinforcement detailing, p. 202
CHAPTER 15
BEAM-COLUMN AND SLAB-COLUMN JOINTS
15.1—Scope, p. 203
15.2—General, p. 203
15.3—Transfer of column axial force through the floor
system, p. 203
15.4—Detailing of joints, p. 204

CHAPTER 16
CONNECTIONS BETWEEN MEMBERS
16.1—Scope, p. 205
16.2—Connections of precast members, p. 205
16.3—Connections to foundations, p. 209
16.4—Horizontal shear transfer in composite concrete
flexural members, p. 212
16.5—Brackets and corbels, p. 214
CHAPTER 17
ANCHORING TO CONCRETE
17.1—Scope, p. 221
17.2—General, p. 222
17.3—General requirements for strength of anchors, p. 228
17.4—Design requirements for tensile loading, p. 234
17.5—Design requirements for shear loading, p. 247
17.6—Interaction of tensile and shear forces, p. 258
17.7—Required edge distances, spacings, and thicknesses
to preclude splitting failure, p. 258
17.8—Installation and inspection of anchors, p. 260
CHAPTER 18
EARTHQUAKE-RESISTANT STRUCTURES
18.1—Scope, p. 263
18.2—General, p. 263
18.3—Ordinary moment frames, p. 269
18.4—Intermediate moment frames, p. 269
18.5—Intermediate precast structural walls, p. 274
18.6—Beams of special moment frames, p. 275
18.7—Columns of special moment frames, p. 280
18.8—Joints of special moment frames, p. 285
18.9—Special moment frames constructed using precast
concrete, p. 289
18.10—Special structural walls, p. 292
18.11—Special structural walls constructed using precast
concrete, p. 304
18.12—Diaphragms and trusses, p. 304
18.13—Foundations, p. 310
18.14—Members not designated as part of the seismicforce-resisting system, p. 312
CHAPTER 19
CONCRETE: DESIGN AND DURABILITY
REQUIREMENTS
19.1—Scope, p. 315
19.2—Concrete design properties, p. 315
19.3—Concrete durability requirements, p. 316
19.4—Grout durability requirements, p. 324

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