Staad Pro, Open Jump and Geo five software training report

GNDEC Testing and Consultancy Cell
SIX WEEK SOFTWARE TRAINING
AT
G.N.D.E.C. TESTING & CONSULTANCY
SUBMITTED IN PARTIAL FULFILLMENT OF THE REQUIREMENT FOR
Six week Software Training
(From 1st
June 2014 to 30st
Nov. 2014)
SUBMITTED BY
Suraj Kakkar
D4CE2
110152
1283939
Civil Engineering Department
GURU NANAK DEV ENGINEERING COLLEGE
LUDHIANA, INDIA
1
Guru Nanak Dev Engineering College, Ludhiana

ACKNOWLEDGEMENT
As the professional courses not only require the theoretical knowledge but practical
knowledge too, that is why university started conducting training programs for the
students, so that they can get ample view of practical problems. I find it a matter of
Honor in showing the feeling of indebtedness and thankfulness to the Dr. M.S. Saini,
Director, Guru Nanak Dev Engineering College, Ludhiana for providing this
opportunity to carry out the six weeks industrial training.
The constant guidance and encouragement received from Er. K.S.Maan, Dean
Training & Placement cell, has been of great help in carrying out the project work and is
acknowledged with reverential thanks.
It is my privilege to express my profound ineptness, my deep sense of gratitude to
GNDEC Testing and Consultancy Cell, Ludhiana for showing trust in me and
assigning me such an important and interesting project and also for sparing time from his
schedule to discuss and clarify issues related to this project.
I sincerely thank to my project guide Dr. H.S. Rai (Dean Testing and
consultancy Cell) for guidance and encouragement in carrying out this training work.
My special thanks to Dr. Harpal Singh, Prof.Prashant Garg , Prof. Amandeep Singh
for their kind co-operation to the completion of my training work.
I wish to express my sincere gratitude to Dr. J.N.Jha, (H.O.D) of CIVIL
ENGINEERING DEPARTMENT of Guru Nanak Dev Engineering College for
providing me an Opportunity to do my training work on GNDEC Testing and
Consultancy Cell, Ludhiana.This training bears on imprint of many peoples.
I am also very thankful to my friends and family members who supported me
encouraged me all the time to go through this whole training work.
2

STUDENT DECLARATION
This is to certify that I, Ram Kakkar student of B.Tech (Civil)-7th
Semester RollNo.
1283931 has undergone software training in “GNDEC Testing and Consultancy Cell,
Ludhiana" as required of six weeks project semester for the award of degree of B.Tech
Civil Engineering, Guru Nanak Dev Engineering College, Ludhiana and learn the
STADD PRO, Open Jump and GEO FIVE which is an authentic record of my work
carried out at Ludhiana.
If any discrepancy is found regarding the originality of this report I may be held
responsible. I have not copied from any report submitted earlier this or any other
university. This is purely original and authentic work.
SURAJ KAKKAR
3

INDEX
Content Page No.
1.0 STADD Introduction 06
1.0 Introduction about STADD PRO 06
1.1 Graphic Environment
(A) Model Generation 07
(B) Modal Verification 07
1.2 Analysis and Design
(A) Static Analysis 07
(B) Dynamic/Seismic Analysis 08
1.3 Design of Different Mat
(A) Concrete Design 08
(B) Steel Design 08
2.0 STADD Pro Project
2.1 Analysis of simply supported beam and
compare it with analytically 09
2.2 Analysis of continuous beam 10
2.3 Analysis of single story frame and compare it
with provided with roller support and hinged support. 11
2.4 Analyses of space frame and compare it provided
with or without plinth beam 13
2.5 Analysis of frame for various combination
of loads as per IS 456:2000 14
2.6 Design and analysis of elevated intz tank 16
2.7 Analysis of Howe truss 19
4

2.8 Steel bolted connection using ram connection 20
2.9 Displacement analysis of tower supported by cables 21
2.10 Analysis of beam carrying rolling load
and compare it analytically 22
3.0 Introduction about OPEN JUMP 24
A) Features
B) Data
3.1 Steps for Selection of a site for nuclear power station in India 25
4.0 Information about GEO FIVE 26
4.1 Determination of Earth Pressure 28
4.2 Determination of earth Pressure of Cantilever Retaining Wall 31
4.3 Spread Footing Analysis 37
4.4 Slope Stability Analysis 44
5.0 Information about Major Project
5.1 Design of RCC Structure of GADVASU CAMPUS 47
5.2 Design of STEEL Structure of Malhotra IT Park 48
5.3 Design of RCC Structure of FC Sondhi Company, Jalandhar 49
5.4 Two Dimensional Plan of FC Sondhi Company, Jal. 50
6.0 Conclusion 51
7.0 References and Bibliography 52
5

1.0 Introduction about STADD PRO
STAAD PRO is a structural analysis and design computer program originally developed
by Research Engineers International in CA. In late 2005, Research Engineer International
was bought by Bentley Systems. STAAD PRO features state of the art user interface,
visualization tools, powerful analysis and design engines with advanced finite element
(FEM) and dynamic analysis capabilities. From model generation, analysis and design to
visualization and result verification STAAD PRO is the professional first choice. STAAD
PRO was developed by practicing engineers around the globe. It has evolved over 20
years and meets the requirements of ISO 9001 certification
Features of STADD PRO
 "Concurrent Engineering" based user environment for model development,
analysis, design, visualization and verification.
 Object-oriented intuitive 2D/3D graphic model generation.
 Pull down menus, floating toolbars, and tool tip help.
 Flexible Zoom and multiple views.
 Isometric and perspective views 3D shapes.
 Built-in Command File Editor.
 Simple Command Language.
6

 Graphics/Text input generation.
 State-of-the-art Graphical Pre and Post Processor.
 Rectangular/Cylindrical Coordinate Systems.
 Joint, Member/Element, Mesh Generation with flexible user-controlled
numbering.
 Efficient algorithm minimizes disk space requirements.
 FPS, Metric or SI units.
 Presentation quality printer plots of Geometry and Results as part of run output.
 Compatible with Win95/98/NT
 On-line manual and context sensitive help
1.1Graphics Environment :
A) Model Generation
 Interactive Menu-driven Model Generation with simultaneous 3D display.
 2Dand 3D Graphic Generation using rectangular or polar coordinate systems.
 Generate Copy, Repeat, Mirror, Pivot, etc. or quick and easy geometry generation.
 Quick/easy mesh generation.
 Comprehensive graphics editing.
7

 Graphical Specification and Display of Properties, Loadings, Supports,
Orientations.
 Import AutoCAD DXF files.
 Access to Text Editor.
B) Model Verification
 2D/3D drawings on screen as well as on plotter/printer.
 Sectional views or views with listed members only.
 Isometric or any rotations for full 3D viewing.
 Display of Properties, Loadings, Supports, Orientations, Joint/Member
numbering, Dimensions, Hidden line removed, etc.
 Plot manipulation according to the size, rotation, viewing origin and distance.
1.2Analysis &Design:
A) Static Analysis
 2D/3D Analysis based on state-of-the-art Matrix method to handle extremely
large job.
 Beam, Truss, Tapered Beam, Shell/Plate Bending/Plane Stress.
 Full/Partial Moment Releases.
 Member Offset Specification.
 Fixed, Pinned and Spring Supports with Releases. Also inclined Supports.
8

 Automatic Spring Support Generator.
 Active/Inactive Members for Load-Dependent structures.
 Tension-only members and compression-only members, Multi-linear spring
supports.
B) Dynamic / Seismic Analysis
 Mass modeling, Extraction of Frequency and Mode shapes.
 Response Spectrum, Time History Analysis.
 Modal Damping Ratio for Individual Models.
 Harmonic Load Generator.
 Combination of Dynamic forces with Static loading for subsequent design.
1.3 Design of different material
A) Concrete Design:
 Design of Concrete Beam/Column/Slab/Footing as per all major international
codes
 Numerical and Graphical Design Outputs with complete reinforcement details.
 RC detailer as per IS 456-2000 has been implemented which has given a new
dimension to RCC design never witnessed in STAAD before.
B) SteelDesign:
 Built-in steel tables including AISC, Australian, British, Canadian, Chinese,
European, Indian, Japanese, Korean, Russian, and South African. Shapes include
9

I-Beam with or without cover plates, Channels, Angles, Double Angles,/Channels,
Pipes and Tubes.
 User-specified Design Parameters to customize design.
 Code Check, Member selection and Optimised Member Selection consisting of
Analysis/Design cycles.
Project: 2.1
Q). Calculate the Bending moment, shear force and deflection of simply supported beam
in staad pro and compare it with manually?
Sol.) Let us take example a beam of 5m span having cross section of (0.5 x 0.3)m and
having flexural rigidity 2x 10^5
mm4
.
a) By using STAAD Pro:-
 S.F. at support = 10 KN
 B.M. at mid span = 12.5 KNm
 Deflection at mid span = 0.052 mm
b) By analytically:-
10
Maximum Bending Moment using Staad Pro. Result

 S.F. at support = wl/4 = 4 x
5
4
=¿ 10 KN
 B.M. at mid span = wl2
/8 = 4 x 25/8 = 12.5 KNm
 Deflection at mid span = 5 wl3
/384 EI= 0.052 mm
Conclusion: The result obtained from the software and analytically are hundred percent
same.
Project: 2.2
Q).Draw the Shear force and bending moment diagram for the following beam using
Staad Pro.?
Sol.)
a) Shear force diagram:-
b) Bending Moment Diagram:-
11

b) Bending Moment Diagram
Project: 2.3
Q). Determine the Maximum Shear force and Bending Moment in single storey frame
given following diagram? Compare it when both supports are a) Hinged b) Fixed.
Sol).
Particular Hinged Support Fixed Support
Variation (%)w.r.t.
hinged support
Max. S.F.
(KN)
Column 9.899 16.578 -67
Beam 100 100 0
12

Max. B.M
(KN/m)
Column 39.957 44.326 -13
Beam 60.043 55.674 8.33
Max. Deflection
(mm)
Column 4.897 3.150 25
Beam 10.552 9.508 10
Conclusion: - It is clear from the above figures that the B.M. and deflection are greater in
case of hinged support. Hence it always preferable to design the structure by assuming
the hinged support since it provides safer design of frame.
13
S.F. Diagram S.F. Diagram
B.M.
Diagram
B.M.
Diagram
Deflection
Hinged Support Fixed Support

Project: 2.4
Q). Determine the maximum shear force and bending moment in Space frame given in
following figure and compare it when provided with plinth beam at 2m from base ?
Sol). Let us provide a Plinth Beam at distance of 1.5m from the support all around of
frame and size of Plinth beam is kept same as size of main beam.
Particular without Plinth Beam with Plinth Beam
Max. S.F.
(KN)
Column 0.6 1.6
Beam 6 6
Max. B.M
(KNm)
Column 2.6 1.1
Beam 3.4 3.1
Max. Deflection
(mm)
Column 0.3 0.1
Beam 0.4 0.3
Conclusion: - The frames which are provided with the plinth beam are less liable to
deflection and bending moment. Due to the provision of plinth beam the displacement is
not transferred to the column below the plinth beam and it also reduce the effect of
bending moment since column will become more short due the reduction its effective
length and shear force is approximately same in both cases.
14
Loading of 3KN/m on each beam
Beam = 0.3x0.25m
Column = 0.3x0.3m

Project: 2.5
Q). Analyze the following frame for the various combinations of loads as per IS456 limit
state of collapse?
15
With Plinth Beam Without Plinth Beam

Sol). The values of Shear force, Bending Moment and deflection for the various
combinations are described as followings:-
BEAM
Load Combination
IS456:2000
Shear Force
(KN)
Bending Moment
(KNm)
Deflection
(mm)
1.5 (D.L. +L.L.) -180 -106.5 7.1
1.5 (D.L. +W.L.) -136.5 81.8 10.6
1.5 (D.L.-W.L.) 136.5 81.8 -10.6
1.2(D.L. + L.L. +W.L.) -157.2 -85.6 9.5
1.2(D.L. + L.L.-W.L.) 157.2 -85.6 -9.5
RIGHT COLUMN
Load Combination
IS456:2000
Shear Force
(KN)
Bending Moment
(KNm)
Deflection/ Sway
(mm)
1.5 (D.L. +L.L.) -21.9 73.5 3
1.5 (D.L. +W.L.) 0 18 9.5
1.5 (D.L.-W.L.) -29.6 81.8 9.8
1.2(D.L. + L.L. +W.L.) -5.5 32.4 7.6
1.2(D.L. + L.L.-W.L.) -29.5 85.1 8.4
LEFT COLUMN
Load Combination
IS456:2000
Shear Force
(KN)
Bending Moment
(KNm)
Deflection/Sway
(mm)
1.5 (D.L. +L.L.) 21.9 73.5 3
1.5 (D.L. +W.L.) 29.6 81.8 9.8
1.5 (D.L.-W.L.) 0 18 9.5
1.2(D.L. + L.L. +W.L.) 29.5 85.1 8.4
1.2(D.L. + L.L.-W.L.) 29.5 32.4 7.6
Conclusion: - The results obtained from the various combinations are different with each
other. In case of beam the bending moment and shear force is greater for the combination
of dead load and live load and for column the shear force and bending moment is
maximum for combination of dead load, live load and wind load. The lateral
displacement is higher in frame for the combination of dead load and wind load. The
staad pro will design the frame for the most critical case or combination.
16

Project: 2.6
Q). Write down the step for analysis and design of ELEVATED INTZ TANK shown in
figure?
Sol). The steps are as following for designing of elevated intz tank are described as
followings:-
1. We select Grid origin option and set origin as 0,20,0. Then set the construction
lines 8, 6 at a distance of 1m apart. After construction of grid using the snap beam
join option make the tank as shown in figure.
17

2. Use the circular repeat option along the y axis to model the tank at angle of 20
degree and no of step kept 1. After that using the infill plate tool select the whole
section create the infill plate in structure diagram. Now assign the fixed support to
the bottom of plate.
3. Select the hydrostatic in plate load option and give water pressure to the plate by
knowing the density of water. Use the circular repeat option at angle of 360
degree no of steps kept 17 make it whole model.
18

4. Now Run the analysis and label the plate contour option showing the variations of
stresses. Make the plate at the hollow bottom of tank and apply the pressure to the
plate -5Mtom/m2
.
5. After that construct the column and beam as per the modeling design and assign
the support to the column. Now assign the self weight and wind load in X OR Z
direction and describe the concrete design property as per IS 456:2000. Run the
analysis and go to the post processing mode to view the deflection, shear force,
plate stresses and concrete design.
19

In this way an intz tank can be analyzed and designed using the staad pro software.
Project: 2.7
Q). Determine the deflection of following frame 16m@2m having grade of steel
415N/mm2
and frame of IS 120x80x12using staad pro.
20

Sol). Deflection values and shape of frame is showing in diagram as following:
Project: 2.8
Q). In stiffened bolted connection an ISLB 350@ 485.6 N/m transmits an end reaction of
70 KN and a moment of 30 KNm, to a column ISHB 300@ 576.6 N/m. Design the
connection by Ram connection ?
Sol:-
Fig.: Design of Bolted Connection using RAM Connection
21

Project: 2.9
Q). Analysis the displacement of following tower supported with the six cables?
Data for structure
Attribute Data
Member properties All components of tower : Pipe section dia
600mm OD & 550 mm IDCable 650mm2
Material properties Steel
Cable initial tension 13.3 KN
Loads Load case 1 wind load 445N at each node on
windward face
Load case 2 ice load 730 N/m on each
horizontal member and Load case 3 : 1+2
Fig: Displacement Diagram of Tower
Project: 2.10
22

Q). Theload system shown in figure moves from left to right on a girder of span 10m.
Find the absolute maximum bending moment for the girder and also compare with
analytically.
Sol).
a) By analytically:
Let us determine the position of the resultant of all the wheel loads with respect to the
leading 70KN. Let the distance of the resultant load from the leading load, we have,
400x= 70x0 +150 x 1 + 60x1.5 + 120x2
x= 1.2m from the leading 70KN load.
Distance between the resultant load and the 150KN load, 1.20-1.00 = 0.2m
Hence, for the condition of absolute maximum bending moment, the 150 KN load should
be placed 0.1m on the right side of the centre of the girder
Taking moments about the end A, we have,
Vb x 10 =400x4.9, Vb=196KN and Va=400-196KN=204KN
Absolute maximum bending moment for the girder = B.M. Under the 150KN load
196x4.9-70x1KNm = 890.0KNm
b)By Staad Pro.:
23

Using vehicle definition application
Conclusion: The absolute bending moment value obtained from the staad pro. is 890.0
KNm. Hence it is concluded that the results obtained for rolling load in staad pro and
analytically are exactly same.
24

3.0 Introduction about OPEN JUMP:-
Open JUMP is a Geographical Information System (GIS), which has been developed
originally by the two Canadian companies Vivid Solutions and Refractions Research
under the name JUMP. The name JUMP is an abbreviation for Unified Mapping
Platform. The "J" points to the used programming language 'Java'. 'Open' is for 'Open
Source', which means that the quell code is accessible for everybody.
a) Features
• Vector-based GIS
• Is based on Open GIS standards http://www.opengeospatial.org/
• written in Java and open source (accessible programming code)
• can be easily extended by Plug-ins.
• Easy to use editing and analysis functions
• Supports several languages (English, French, Portuguese, Spanish, and German).
b) Data
An important part of a GIS are the data, consisting usually of geometry data and attribute
data. There are two methods by which we add data to our project.
1) Geometry data
A. By making some freehand drawings with the graphic editing tools. This is a very
simple method is not very common.
B. By importing data, stored in a specific file format. OpenJUMP supports the
following formats:
a) JUMP GML format (.jml), which is a simplified GML-format.
b) GML 2.0 format.
c) WKT (Well Known Text) format.
d) ESRI Shape file’s
C. By loading a database table from Post GIS (only with additional external plug-in).
D. Several external plug-in to load raster image data from files.
2) Attribute Data
25

A. Through direct input in OpenJUMP.
B. By importing the data from files in a specific format. OpenJUMP supports the
following file formats, which also may contain geometry data:
a. JUMP GML format (.jml), which is a simplified GML-format.
b. GML 2.0 format.
c. ESRI Shapefiles (dbf files).
C. 3. By loading a database table from PostGIS (only with additional external plug-
in).
3.1 PROJECT
Q). Write down the steps for Selection of a site for nuclear power station in India as per
following conditions
Site to be a
1. State Capital
2. Not to be within a radius of 800 km from GONDWANAS as Gondwanas are Coal
bearing rocks. Keeping a distance from them makes the plant worthwhile.
3. Sites to be within 10 km from sea coast as port city have its advantages in importing
machinery etc.
4. within 3 km distance to a river as we need water for industry.
Sol.)
1. Go to File>open>click on “ file “icon option>go to file type>select ESRIshape
file>Navigate to India folder>double click>select fallowing shape files by using
ctrl button
india_capital_point.shp
India _boundary_arc.shp
India _drainage_arc.shp
India_ geology_polygon.shp
2. Select Gondwana polygons from India_ geology_polygon.shp
Select India_ geology_polygon.shp in the layers list, go to Tools > Queries >
Simple Query> select attribute Group=Gondwana and select create a new layer as
below and click Valid. A new layer Gondwana is created out of Geology layer.
Deselect India_ geology_polygon.shp or remove it. Name the new layer as
Gondwana.
26

Fig:- Select Quary
3. Select Capitals away from GONDWANAS by 800 km. Query -> Spatial Query as in
the picture below.Check tick box 'Complement' for result and make layer 'cap-800'. Shift
the layer up.
27

Fig:- Spatial Query
4. To select Coastal boundary from the India_boundary.shp as we have done for
creatingGONDWANA layer, use simple query, select Type=Coast in the
layerIndia_boundary_arc', and name the new layer as 'Coast'. Shiftthe layer up. Using
cap-800 layer as target run a query to find those within 10 km from 'Coast' and make a
new layer 'Capitals'. Similarly we will select from Layer 'Capitals', those falling within
3km from a river.
28

Fig:- Actual Location
Result: - The exact location which fulfills all requirements and conditions prescribed in
problem is Pondicherry.
29

5.0 Information about Major Project
5.1 Design of RCC Structure of GADVASU CAMPUS
This is a RCC structure which is given by consultancy for checking the Factor against
Safety (i.e. Sizes and Steel Quantity). We have prepared a RCC modal on STADD Pro
with the help of Architecture Drawing with the following specifications as below: -
 Type of building: Institutional Building
 Number of storey: G+3
 Floor height: 3.6m
 Concrete grade: M25
 Reinforcement grade: Fe500
 Size of column:
 Size of beam:Rectangle: 0.91X0.46
 Live load on each floor: 4.00 KN/m2
 Seismic Definition:
 Zone : IV
 Response reduction factor : 4 and Damping ratio : 0.05
 Load combination as per IS code
Fig:- Rendring View of Gadvasu Campus
5.2 Design of STEEL Structure of Malhotra IT Park
30

This is a Steel structure which is given by consultancy for checking the Factor against
Safety (i.e. Sizes and Steel Quantity). We have prepared a Steel modal on STADD Pro
with the help of Architecture Drawing with the following specifications as below:
 Type of building: Commercial building
 Number of storey: G+6 (Including Mumty)
 Floor height: 3.20m and Support: Pinned

Steel grade: fy = 250 N/mm2
andfu = 410 N/mm2
 Steel section:
 Indian Standard I Section
 Indian Standard Angle Section
 Indian Standard Channel Section
 Tata Structura square hollow section
 Indian Steel Tube Section
 Zone : IV and Damping ratio : 0.02
 Response reduction factor : 4
 Wind load intensities: 4.55 KN/m
Fig:- Rendring View of Malhotra IT Park
5.3 Design of RCC Structure of FC Sondhi Company,Jalandhar
This is a RCC structure which is given by FC Sondhi Firm for design the Sports Block of
industry. We have prepared a RCC modal on STADD Pro with the help of Architecture
Drawing with the following specifications as below: -
 Type of building: Industrial Building
 Plinth Height: 0.9m,Lintel Height : 2.54 and Floor Height:4.27m
31

 Concrete grade: M20
 Reinforcement grade: Fe415
 Size of Beam and Column:
 Zone : IV
 Response reduction factor : 4 and Damping ratio : 0.05
 Load combination as per IS code
Fig:- Rendring View of Fc Sondhi Sport Block
5.4 Two Dimensional Plan of FC Sondhi Company, Jal.
This is a plan of FC Sondhi Company which is Sport firm having good fame in field of
cricket goods, located at Jalandhar. The Plan is prepared by measuring Tape and plotted
on AUTOCADD2014
32

Fig:- 2D Plan of FC Sondhi Company
6.0 Conclusion
The entire period of Software Training has given me good & important practical exposure
of construction work. At the end of the Software Training under GNDEC Testing and
Consultancy Cell, Ludhiana" , I feel myself better equipped and ready to face the
software problems related to Civil Engineering works. In these six weeks, I have learnt
33

how to deal with Authorities and workers under supervision and I have become familiar
with the fact that the actual designing work is much difficult from theoretical knowledge.
But until you don’t have the theoretical knowledge, the practical work is very difficult to
carry-out and understand.
There are four basic phase of any project in civil engineering era:
 Planning
 Designing
 Construction
 Maintenance
At the construction site we deal with the construction and maintenance phase of project
but by the means of software training we learn the initial two phase of project which are
Planning and designing.
Working with experienced structure designers has enhanced my technical skills to
a great extent for which I am grateful to them. Their professional approach towards work
is appreciable.
The training has provided me with much needed field exposure to shape up my
thinking in a better way as a professional making me a lot more capable to face the
challenges of life.
7.0 References and Bibliography
Text include the details carried out through the SoftwareTutorials
Drawings shown above are made on AUTO CAD 2014
34

Images shown in the report are self-clicked images at various locations
Drawings provided by consultancy
Wikipedia
Software STADD PRO Tutorials
Software GEO FIVE Tutorials
Software OPEN JUMP Tutorials
35

Staad Pro, Open Jump and Geo five software training report

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