1. Civil
Engineering
Software
Academy

2. WHAT IS CESA ?
ONLY INSTITUTE FOR THE CIVIL ENGINEERS BY THE CIVIL ENGINEERS
ONLY INSTITUTE IN PUNE OFFERING ALL CIVIL ENGINEERING SOFTWARES UNDER ONE ROOF.
THEORTICAL & PRACTICAL APPROACH FOR ALL THE COURSES.
100% JOB ASSISTANCE

3. JOIN CESA AND MAKE YOURSELF MORE COMPETANT TO FACE THE WORLD.
WHY TO JOIN CESA
DEMAND FOR CIVIL ENGINEER WITH STRONG SOFTWARE BACKGROUND IS INCREASING DAY BY DAY.
RETURNS
EFFORTS
EXPERIENCE
JOIN CESA AND MAKE YOURSELF MORE COMPETANT TO FACE THE WORLD.

4. COURSES OFFERED BY CESA
DRAFTING PACKAGE:-
AUTOCAD
FOR STRUCTURAL ANALYSIS & DESIGN :-
STAAD PRO
SAP
ETABS
MULTIMEDIA SOFTWARE:-
3D MAX
PROJECT MANAGEMENT SOFTWARES:-
MS-PROJECT
PRIMAVERA

5. SPECIAL COURSES WITH US
MANUAL ANALYSIS AND DESIGN OF R.C.C. STRUCTURES ALONG WITH STAAD-PRO AND ETABS TRAINING.
CERTIFICATE COURSE IN PRACTICAL PROJECT MANAGEMENT.

6. DRAFTING SOFTWARE: AUTO CAD
ONLY INSTITUTE WITH CIVIL ENGG FACULTY FOR AUTOCAD TRAINING.
EXPERIENCED FACULTY MEMBERS.
EXPERT LECTURES FROM CIVIL ENGINEERS AND DRAFTSMENS.

15. TRAINER PROFILE for Auto CAD
Narendra N. Kukade :-
- Engaged in Auto-cad (2D & 3D) training since 1994.
- Also teaching 3D studio Max since 2004.
- Worked in Industry for 18 years. ( ).
- Handled various projects in Mechanical from 1994 give coaching of Auto-cad to all branches of engineering i.e. Civil, Mechanical, Electrical, Architects and Interior Designers.
- The institute also imparts training for software in various colleges and institutes.

16. STAAD.Pro 2005
Presented by:
Hitesh .B. Lahoti
SCTP

17. Overall Features of STAAD.Pro

18. Methods of Structural Analysis
Overall Features of STAAD.Pro
Methods of Structural Analysis
Classical Method: for hand computation
Slope Deflection
Moment Distribution
Three Moment Equation
Kani’s Method
Column Analogy
Numerical Methods: for computer algorithm
Matrix Operation
Finite Element Application
Gauss Jordan/ Newton Rapson
Eigen Solution
Response Spectrum

19. Overall Features of STAAD.Pro
Comparison
Limitations of Hand Computation Methods
Applicable for small problems
Tedious for even medium sized problems
3-d analysis almost impossible
Advantage for Invention of Computer
Matrix methods of structural analysis
Development of numerical techniques
Finite element method
Programming languages developed

20. Overall Features of STAAD.Pro
Analysis & Design
Static Analysis
Primary
P-delta
Non-linear
Basic Design
Steel
Concrete
Dynamic analysis
Psuedo static
Response Spectrum
Special Design
Aluminum
Timber
Transmission Tower

21. Overall Features of STAAD.Pro
Structure Types
Structural Types: Y d GY d X d Z d GX d GZ
TRUSS (2D) TRUSS (3D) d d d u u u u d d u u d
PLANE SPACE FLOOR

22. Overall Features of STAAD.Pro
Element Types
Structural Elements
Line
Truss
Beam
Surface
Plate/ Shell
Solid d d u u d d

23. Overall Features of STAAD.Pro
Boundary Condition
Fully Restrained
Partially restrained w/ Springs
Inclined
Partially Restrained

24. Overall Features of STAAD.Pro
Some Special Supports
Elastic footing
User Specify Influence Area
STAAD multiply the area provided by Soil Sub-grade Reaction
Only Length, means a square footing
Elastic Mat
STAAD calculate the influence area for the joint
STAAD use that area with sub-grade modulus to get the spring stiffness
Multi-linear Spring
When soil is modeled as spring support
User specify displacement and spring constant pairs
Inclined Support
Reference Joint/Point with Support Point Define Line of Inclination
Direction of Reaction will be changed accordingly

25. Overall Features of STAAD.Pro
Static Analysis
Geometric Modeling
Material Properties
Sectional Properties
Supports : Boundary Conditions
Loads & Load combinations
Special Commands
Analysis Specification
Design Command

26. Overall Features of STAAD.Pro
Geometric Modeling
Nodal Co-ordinate Data
Selection of Elements : Element Library
Beam Elements : Beams, Columns, Truss Members
Plate Elements : Structural Walls, Floor Slabs
Plane Stress Elements : Shear Walls, Floor Slabs Acting As Rigid Diaphragm To Lateral Loading
Solid Elements : Thick Raft, Block Foundations

27. Sectional & Material Properties
Overall Features of STAAD.Pro
Sectional & Material Properties
Beam Elements : Cross Section
Plate Elements : Thickness
Solid Elements : NIL
Material means a set of:
Modulus of Elasticity
Poisson’s Ratio
Weight Density
Thermal Coefficient
Damping Ratio
Shear Modulus
Geometric Constant
Beta () Angle
Reference Point

28. Overall Features of STAAD.Pro
Special Commands
Master-Slave Option
Member End Release
Member Truss
Member Cable
Tension-only Member
Compression-only Member
Member Offset
Member Inactive
Plate End Release
Ignore Inplane Rotation
Plane Stress
Ignore Stiffness
Fire Proofing

29. Plate Element Modeling
Overall Features of STAAD.Pro
Plate Element Modeling
Three Types:
3 Noded / Triangular
4 Noded / Quadrilateral
Surface Element
Surface Element:
GUI + Input Generator
Advanced Mesh Generator (from 2003)

30. Overall Features of STAAD.Pro
Axis & Sign Convention
Local & Global Axis System for Member
Depends on Connectivity
Upward Global Axis

31. Overall Features of STAAD.Pro
LOADS
Self Weight
Joint Loads
Concentrated Load & Moments
Support Displacement Loads
Member Loads
Uniform Force & Moment (Full / Partial) (d1, d2, d3)
Concentrated Force & Moment (d1, d2)
Floor Load & Area Load (new GX, GZ Floor Load)
Linear Varying & Trapezoidal Load
Pre-Stress / Post-Stress Load
Hydrostatic Trapezoidal Load
Temperature Load (x, y, z)
Fixed End Load

32. Overall Features of STAAD.Pro
LOADS
Plate Element Loads
Pressure (Full / Partial)
Concentrated Force (x, y)
Trapezoidal & Hydrostatic Trapezoidal Load
Surface Element Pressure
Generated Loads
Wind Load
Seismic Co-efficient Method
Moving Load
Dynamic Loads
Time History
Response Spectrum
Combined Effect of Loads
Combination (Algebraic, SRSS, ABS)

33. Earthquake Analysis (Pseudo-Static Method)
Overall Features of STAAD.Pro
Earthquake Analysis (Pseudo-Static Method)
IS 1893 –1984
Parameters:
Basic Seismic Co-efficient (ZONE)
Soil-Foundation Interaction Factor (ß)
Importance Factor (I)
Performance Factor (K)
Time Period Calculation
In-built
Evaluation of Base Shear
Distribution of Lateral Storey Forces

34. Earthquake Analysis (Pseudo-Static Method)
Overall Features of STAAD.Pro
Earthquake Analysis (Pseudo-Static Method)
IS 1893 – 2002 (Part 1)
Parameters:
Seismic Zone Coefficient
Response Reduction Factor
Importance Factor
Soil Site Factor
Type of Structure
Damping Ratio (obtain Multiplication Factor for Sa/g)
Depth of Foundation below Ground Level
Reduction of Ah due to Depth of Foundation
C Value Abolished
Acceleration as Function of Time Period and Soil Type
Evaluation of Base Shear
Distribution of Lateral Storey Forces (same as before)
New Floor Weight & Element Weight Commands

35. Response Spectrum Analysis
Overall Features of STAAD.Pro
Response Spectrum Analysis
Input factors for Zone, Importance & Capacity Reduction in factors
Define Input Spectra & Soil Type
Modal combination scheme :
SRSS / CQC / CSM / ABS / ASCE / 10% Method
Spectra in Three Orthogonal Directions
Frequencies beyond 33 hz : Rigid Response
Missing mass correction
ZPA Method

40. STEEL DESIGNING

41. Design Codes Supported (STAAD.Pro 2005)
Indian Steel Design
Design Codes Supported (STAAD.Pro 2005)
IS: 800 (General Steel Design Code)
IS: 801 (Cold Form Steel Design Code)
IS: 802 (Steel Design Code for Transmission Line Towers)
Standard Steel Sections (STAAD.Pro 2005)
SP: 6 (General Steel Sections)
IS: 811 (Cold Formed Steel Sections)

42. Stability Requirements
IS: 800 Considerations
Allowable Stresses
Axial Stress
Tensile Stress (Cl. 4.1)
Compressive Stress (Cl )
Bending Stress (Cl )
Shear Stress (Cl. 6.4)
Combined Stress
Axial Compression and Bending (Cl )
Axial Tension and Bending (Cl )
Stability Requirements
Truss Members
Deflection Check
Slenderness Ratio Check

50. by Hitesh Lahoti CSI-India, Pune
ETABS by
Hitesh Lahoti
CSI-India, Pune

51. What ETABS Can DO ? ETABS gives very wide analysis options. You can do
Multi Storey buildings
Parking Garages
Staggered Trusses
Flat Slab, flat plate, waffle floor buildings
Buildings with/without shear walls
Steel, concrete, composite framing
Sequential load analysis
Pushover analysis
Damper, base isolator analysis
Rigid, Semi-Rigid diaphragms, Computation of Centre of Rigidity
And much more… P-Delta, Non-Linear time history etc. etc.

52. ETABS Terminology!! ETABS has a very simple terminology.
Objects represent a physical structural member.
Point objects represent a location in space connected to other points by line/area objects.
Point objects may be connected to ground also
Line objects are used to model columns, beams, braces etc.
Area objects are used to model floor, ramps, walls etc.

53. ETABS Language! Story Level Labeling of Objects is Automatic Units
ETABS works on story level.
It is very logical and convenient for buildings.
Labeling of Objects is Automatic
ETABS keeps a very good and very easy to understand scheme of labels.
Units
Force, length, temperature and time are the basic units.
You can have any system of units, Input and Output may be in any system of units.

54. ETABS Coordinate System
In ETABS there is only one Global Coordinate System.
This is right handed Cartesian 3-D coordinate system
+Z Direction is always upwards. Gravity acts in –Z direction!
But you are free to define alternate coordinate system as aid to develop your model

55. ETABS Loadings Static Loads represent actions upon the structure
These may be force, pressure, support displacement, thermal effects etc. Define as many cases as you need to describe a spatial distribution of loads.
Vertical Loads
Dead Loads
Live Loads
Reduced Live Loads
Snow Loads etc.
Lateral Loads
Due to Wind
Due to Earthquake

56. Design Settings ETABS offers integrated design postprocessors for
Steel Frame Design
Concrete Frame Design
Composite Beam Design
Joist Design
Shear Wall Design.

57. Rigid, Semi Rigid Diaphragm
ETABS offers three choices for modeling of floor diaphragms
Rigid diaphragm
Semi rigid (flexible) diaphragm
No diaphragm

58. Special effects only ETABS Handles This
Design of various shapes of Columns such as T-col, L-Col, Poly shaped column
Design of Beams with varying depths
Shear walls with and without openings according to Indian Code
Wind load considering Windward and Leeward directions.

59. Mismatch Mesh in 3-D

60. Shear Wall Floor Connectivity

61. Shear Wall With and Without Openings

62. Columns with different shapes

63. Beams with varying section

64. ETABS Advanced Analysis Options
ETABS offers other advanced options like
Damper analysis
Modeling of Base Isolators
Time History Analysis
Non-Linear static Pushover analysis
Optimization for Drift
With these unmatched features ETABS is most preferred software for building design around the Globe!

66. TRAINER PROFILE FOR STAADPRO,ETABS &SAP
HITESH LAHOTI:-
- 1.5 yrs experience in Execution work for various structures.
- 8 yrs experience in R.C.C and Structural Design
- Presently practicing as R.C.C. and Structural Design
- Working on Staad-Pro since Imparting training on same since 2003.
- Worked Extensively on Structural Software like STAADPRO and ETABS
- Capable of Handling Any type of Structure on STAADPRO.
- Plenty of Proof Checking works on STAADpro Software of Multistoried buildings.
- Regularly offloading Analyzing and Designing works for various MNC’s using STAADpro and ETABS

67. Educational Information:- M.E. (Structures) Pune University
B.E. (Civil) North Maharashtra University

68. List of the colleges is as follows:-
The institute also imparts training for above said soft wares in various colleges and institutes. We are already associated with following colleges for corporate trainings and are regularly conducting courses on sharing basis.
List of the colleges is as follows:-
Kolhapur Institute of Technology’s College of Engineering, Kolhapur (Shivaji University).
Tatyasaheb Kore Institute of Engineering and Technology, Warananagar, Kolhapur (Shivaji University).
Bharati Vidyapith Deemed University College of Engineering, Pune.
Amrutvahini Sheti & Shikshan Vikas Sansth’s Amrutvahini College of Engineering, Sangamner. (Pune University).
KKWES’s K. K. Wagh College of Engineering, Nashik. (Pune University).
Shivnagar Vidya Prasarak Mandal’s College of Engineering, Malegaon-Baramati. (Pune University).
Pune Institute of Engineering and Technology, Pune (Formerly Government College of Engineering, Pune). (Pune University)

69. S. S. V. P. S.‘s Bapusaheb Shivajirao Deore College of Engineering, Dhule. (North Maharastra University)
P. S. G. V. P. Mandal’s D. N. Patel College of Engineering, Shahada. (North Maharastra University).
Government College of Engineering, Amravati.
Pravara Rural Education Society’s Pravara Rural College of Engineering, Loni.
Shri Shivaji Education Society’s College of Engineering & Technology,Akola.
B.N. College of Engineering, Pusad.
G.H. Raisoni College of Engineering,Nagpur.
M.P.Institute of Engineering,Gondia
Sinhgad College of Engineering, Pune.
And Many more Offices in Pune for Corporate trainings

70. Manual Analysis and Design of R. C. C
Manual Analysis and Design of R.C.C. Structures along with STAAD-PRO & ETABS Training and certification.

71. NECESSICITY Important bridge between theoretical knowledge &
practical designing.
Gives exact idea of working of structural consultant
office.
Gives complete over view of all design codes-IS 456,
IS 875 I & II, IS 13920, IS 1893.
Gives complete over view of 1) Structural planning.
2) Orientation of Columns.
3) Positioning of Beams.
4) Spanning of Slabs.
5) Choice of Footing.
Covers everything from T.E. (Civil) to M.E. (Struct.) regarding R.C.C. building.

72. BASIC KNOWLEDGE
FROM BE/ME
PRACTICAL
STRUCTURAL
DESINGING

73. - Complete understanding of Dynamics & Earthquake analysis applicable to buildings. Understanding of IS 1893, IS13920.
- Analysis & design of shear wall for multi-storied building-considering G+15.
- Site Visits
- Complete understanding of S.B.C.s of different soils samples.

74. FACULTY MEMBERS 1) A.W. Kulkarni. (M.E. Struct. Structural Consultants
since 30 years.)
2) Mohan Sakhalkar. (M.E. Struct. Structural Consultants
since 18 years.)
3) Aqueel Ur Rehman. (M.E. Struct. Structural Consultants
since 12 years.)
4) Prof. S. R. Damle (M.E. Struct. Experienced PG lect.
since 20 years.)
5) Hitesh Lahoti. (M.E. Struct)

75. A PROJECT MANAGEMENT SOFTWARE
MICROSOFT PROJECT
(MS-PROJECT)
A PROJECT MANAGEMENT SOFTWARE

77. COST DURATION USE TO FINDOUT OPTIMUM “DURATION AND COST” OVERALL COST
OPT COST
INDIRECT COST
DIRECT COST
COST
OPT DURATION
DURATION

78. GANTT CHART

79. NETWORK CHART

80. NETWORK CHART

81. RESOURCES GRAPH

82. MONITORING OF WORK

83. EASY GRAPHICAL REPRESENTATION

84. ACTUAL PROGRESS MAINTAING

85. TRACKING OF WORK

86. PERT ANALYSIS

87. TRANSFERING OF DATA TO EXCEL

88. GRAPHICAL REPRESENTATION IN EXCEL

89. COMPARISION OF BASE AND ACTUAL PROJECT

90. 3D-MAX An animation package 3-d views of buildings Advisements
Lectures

97. TRAINER PROFILE for Management Software
Real Jagdish:-
- Project management professional with 9 years experience of managing teams, providing technical expertise and leadership to civil industry.
- Professional certifications include PMP from PMI (USA) and Computerised Project Management from NICMAR.
- A member of United states green Building Council.
- Providing training to over 200 professional for the implementation and usage of Project Management Soft wares like MS Project and Primavera Project Planner. Expert in AutoCAD, Revit and MS Office.

98. EXPERIENCE BILCARE LIMITED- as a Project Manager
CUSHMAN & WAKEFIELD- as a Team Member
TRIUMPH CONSULTANTS- as Project Manager
Apcons Pvt. Ltd, Pune- as a Project Manager

99. Educational Information:-
M.E. (Structures) Pune University
B.E. (Civil) Pune University
Continuing Education:-
- Computer aided Project
Management and Documentation NICMAR
- PMP Certification PMI (USA)
- Essentials of LEED Certification USGBC (USA)
- Post Graduate Certification in
Facilities Management IFMA (USA)
- Management Development
Program on Successful
Negotiation Skills SIMB (PUNE)

100. THANK YOU UNITED CONSULTING ENGINEERS
“CIVIL ENGINEERING SOFTWARE ACADEMY” - -
PH:- (020)