The whole manual is divided into three part: Beginning, Intermediate and Expert. Under Beginning part the Basic Geometry- co-ordinate system, loading, supporting, defining and Analysis will be shown for various types of structure; when under Intermediate part both analysis and design will be shown for various types of structure in static linear method. Under Expert part dynamic analysis method will be discussed with sequence. Remember one thing that learning a StaadPro analysis software is a practice work whereas this manual will act as a guideline.
Engr. Yousuf Dinar
Assistant Structural Engineer, Tropical Limited
Lecturer, ATI Training and Consultants
Email: Yousufdinar2012@gmail.com,
Cell: 01675585448.. for inquiry and training service
Staad.Pro Training Report or Summer Internship Ravi Kant Sahu
This repot is the brief discussion about staad pro and its results .How can we work on staad.pro, what are the step which are used to desin building structure in staad.pra .it is very advance software.
Book for Beginners, RCC Design by ETABSYousuf Dinar
Advancement of softwares is main cause behind comparatively quick and simple
design while avoiding complexity and time consuming manual procedure. However
mistake or mislead could be happened during designing the structures because of not
knowing the proper procedure depending on the situation. Design book based on
manual or hand design is sometimes time consuming and could not be good aids with
softwares as several steps are shorten during finite element modeling. This book may
work as a general learning hand book which bridges the software and the manual
design properly. The writers of this book used linear static analysis under BNBC and
ACI code to generate a six story residential building which could withstand wind load
of 210 kmph and seismic event of that region. The building is assumed to be designed
in Dhaka, Bangladesh under RAJUK rules to get legality of that concern organization.
For easy and explained understanding the book chapters are oriented in 2 parts. Part A
is concern about modeling and analysis which completed in only one chapter. Part B
is organized with 8 chapters. From chapter 1 to 7 the writers designed the model
building and explained with references how to consider during design so that
creativity of readers could not be threated. Chapter 8 is dedicated for estimation. As a
whole the book will help the readers to experience a building construction related all
facts and how to progress in design. Although the volume I is limited to linear static
analysis, upcoming volume will eventually consider dynamic facts to perform
dynamic analysis. Implemented equations are organized in the appendix section for
easy memorizing.
BNBC and other codes are improving and expending day by day, by covering new
and improved information as civil engineering is a vast field to continue the research.
Before designing something or taking decision judge the contemporary codes and
choose data, equations, factors and coefficient from the updated one.
Book for Beginners series is basic learning book of YDAS outlines. Here only
rectangular grid system modeling and a particular model is shown. Round shape grid
is avoided to keep the study simple. No advanced analysis is described and it is kept
simple for beginners. Only two way slab is elaborated with direct design method,
avoiding other procedures. In case of beam, only flexural and shear designs are made.
T- Beam, L- Beam or other shapes are not shown as rectangular beam was enough for
this study. Bi-axial column and foundation design is not shown. During column and
foundation design only pure axial load is considered. Use of interaction diagram is not
shown in manual design. Load centered isolated and combined footing designs are
shown, avoiding eccentric loading conditions. Pile and pile cap design, Mat
foundation design, strap footing design and sand pile concept are not included in this
DESIGN AND ANALYSIS OF G+3 RESIDENTIAL BUILDING BY S.MAHAMMAD FROM RAJIV GAND...Mahammad2251
Structural design is the primary aspect of civil engineering. The foremost basic in
structural engineering is the design of simple basic components and members of a building viz., Slabs,
Beams, Columns and Footings. In order to design them, it is important to first obtain the plan of the
particular building. Thereby depending on the suitability; plan layout of beams and the position of
columns are fixed.
Staad.Pro Training Report or Summer Internship Ravi Kant Sahu
This repot is the brief discussion about staad pro and its results .How can we work on staad.pro, what are the step which are used to desin building structure in staad.pra .it is very advance software.
Book for Beginners, RCC Design by ETABSYousuf Dinar
Advancement of softwares is main cause behind comparatively quick and simple
design while avoiding complexity and time consuming manual procedure. However
mistake or mislead could be happened during designing the structures because of not
knowing the proper procedure depending on the situation. Design book based on
manual or hand design is sometimes time consuming and could not be good aids with
softwares as several steps are shorten during finite element modeling. This book may
work as a general learning hand book which bridges the software and the manual
design properly. The writers of this book used linear static analysis under BNBC and
ACI code to generate a six story residential building which could withstand wind load
of 210 kmph and seismic event of that region. The building is assumed to be designed
in Dhaka, Bangladesh under RAJUK rules to get legality of that concern organization.
For easy and explained understanding the book chapters are oriented in 2 parts. Part A
is concern about modeling and analysis which completed in only one chapter. Part B
is organized with 8 chapters. From chapter 1 to 7 the writers designed the model
building and explained with references how to consider during design so that
creativity of readers could not be threated. Chapter 8 is dedicated for estimation. As a
whole the book will help the readers to experience a building construction related all
facts and how to progress in design. Although the volume I is limited to linear static
analysis, upcoming volume will eventually consider dynamic facts to perform
dynamic analysis. Implemented equations are organized in the appendix section for
easy memorizing.
BNBC and other codes are improving and expending day by day, by covering new
and improved information as civil engineering is a vast field to continue the research.
Before designing something or taking decision judge the contemporary codes and
choose data, equations, factors and coefficient from the updated one.
Book for Beginners series is basic learning book of YDAS outlines. Here only
rectangular grid system modeling and a particular model is shown. Round shape grid
is avoided to keep the study simple. No advanced analysis is described and it is kept
simple for beginners. Only two way slab is elaborated with direct design method,
avoiding other procedures. In case of beam, only flexural and shear designs are made.
T- Beam, L- Beam or other shapes are not shown as rectangular beam was enough for
this study. Bi-axial column and foundation design is not shown. During column and
foundation design only pure axial load is considered. Use of interaction diagram is not
shown in manual design. Load centered isolated and combined footing designs are
shown, avoiding eccentric loading conditions. Pile and pile cap design, Mat
foundation design, strap footing design and sand pile concept are not included in this
DESIGN AND ANALYSIS OF G+3 RESIDENTIAL BUILDING BY S.MAHAMMAD FROM RAJIV GAND...Mahammad2251
Structural design is the primary aspect of civil engineering. The foremost basic in
structural engineering is the design of simple basic components and members of a building viz., Slabs,
Beams, Columns and Footings. In order to design them, it is important to first obtain the plan of the
particular building. Thereby depending on the suitability; plan layout of beams and the position of
columns are fixed.
analysis and design of mutistoried residential building by using staad pro
we considered g+4 residential building
ANYLYSIS AND DESIGN OF HIGH RISE RESIDENTIAL BUILDING BY USING ETABS
copy below Link to view presentation
https://www.slideshare.net/ilavamsikrishna/analysis-and-design-of-high-rise-building-by-using-etabs
vamsiila@gmail.com
General, Basic Methods of Design, Comparison Between Design Methods, Limit State Design, Types of Limit State Design, Ultimate Limit State (ULS), Serviceability Limit State (SLS), Characteristic Materials Strength, Characteristic Actions, Partial Factors of Safety for Materials and Actions, Combinations of Actions, Design Values of Actions at the ULS and SLS.
ANALYSIS AND DESIGN OF HIGH RISE BUILDING BY USING ETABSila vamsi krishna
RESULT OF ANALYSIS:
https://www.slideshare.net/ilavamsikrishna/results-of-etabs-on-high-rise-residential-buildings
ANALYSIS AND DESIGN OF BUILDING BY USING STAAD PRO PPT link :
https://www.slideshare.net/ilavamsikrishna/analysis-and-design-of-mutistoried-residential-building-by-using-staad-pro
FOR FULL REPORT:
vamsiila@gmail.com
analysis and design of mutistoried residential building by using staad pro
we considered g+4 residential building
ANYLYSIS AND DESIGN OF HIGH RISE RESIDENTIAL BUILDING BY USING ETABS
copy below Link to view presentation
https://www.slideshare.net/ilavamsikrishna/analysis-and-design-of-high-rise-building-by-using-etabs
vamsiila@gmail.com
General, Basic Methods of Design, Comparison Between Design Methods, Limit State Design, Types of Limit State Design, Ultimate Limit State (ULS), Serviceability Limit State (SLS), Characteristic Materials Strength, Characteristic Actions, Partial Factors of Safety for Materials and Actions, Combinations of Actions, Design Values of Actions at the ULS and SLS.
ANALYSIS AND DESIGN OF HIGH RISE BUILDING BY USING ETABSila vamsi krishna
RESULT OF ANALYSIS:
https://www.slideshare.net/ilavamsikrishna/results-of-etabs-on-high-rise-residential-buildings
ANALYSIS AND DESIGN OF BUILDING BY USING STAAD PRO PPT link :
https://www.slideshare.net/ilavamsikrishna/analysis-and-design-of-mutistoried-residential-building-by-using-staad-pro
FOR FULL REPORT:
vamsiila@gmail.com
CADmantra Technologies pvt. Ltd. is a CAD Training institute specilized in producing quality and high standard education and training. We are providing a perfact institute for the students intersted in CAD courses CADmantra is established by a group of engineers to devlop good training system in the field of CAD/CAM/CAE, these courses are widely accepted worldwide.
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Variation of deflection of steel high rise structure due to p- delta effect c...Yousuf Dinar
Abstract—This paper evaluates deflection of the steel high rise structure due to the P-Delta effect considering the global slenderness of the whole structure. For easy and quick design only Linear Static analysis is performed and secondary loading effect is neglected in several underdeveloped and developing countries of South Asia. Using STAADPro v8i, 40 different model is simulated to observe the severity of the P-Delta phenomenon against standard Linear Static method. 4 different storey were combined with 5 varying span in both direction for varying the slenderness of the structure. During analysis lateral load imposed with UBC94 to perform the seismic events in two directions in the seismic moderate risk zone of Bangladesh using Bangladesh National Building Code (BNBC) corresponding coefficients however wind load is omitted to observe the seismic event effect in Steel high-rise structure solely assuming outcome decision would be same if the simulation would done for wind load also. This analysis reveals how crucial side of the structure generates different deflections with changing slenderness. Test results were evaluated by storey deflection (in mm) and percentage of variation of deflection was performed by comparing P-Delta outputs with Linear Static Method outputs.
Performance based analysis of rc building consisting shear wall and varying i...Yousuf Dinar
Abstract:
Metropolitan cities are under severe threat because of inappropriate design and construction of structures. Faulty building designed without considering seismic consideration could be vulnerable to damage even under low levels of ground shaking from distant earthquake. So, structural engineers often are more concerned about the constructing Shear wall without knowing its performance with respect to infill percentage which may lead it to an over design state without knowing the demand. Nonlinear inelastic pushover analysis provides a better view about the behavior of the structures during seismic events. This study investigates as well as compares the performances of bare, different infill percentage level and two types of Shear wall consisting building structures and suggests from which level of performance shear wall should be preferred over the infill structure. To perform the finite element simulation ETABS 9.7.2 is used to get the output using pushover analysis. For different loading conditions, the performances of structures are evaluated with the help of base shear, deflection, storey drift, storey drift ratio and stages of number of hinges form and represented with discussion.
Thank you very much for using Quadcept. We are offering the new version 10.3.0 that provides new features, improvements and enhancements for a better development environment and service.
Autocad designing demo for freshers.
ANY ENGINEERING GRADUATE IN MECHANICAL DISCIPLINE NEED TO KNOW ABOUT AUTOCAD AND ITS USE THEN IT WILL BE HELPFUL FOR HIM/HER
The Pennsylvania State University Department of Civi.docxssusera34210
The Pennsylvania State University
Department of Civil Engineering
CE 321: Highway Engineering
Dr. Venky Shankar, Professor
Jung Yeol Hong, TA.
Preliminary Rural Collector Design,
Connecting SR 20 and SR3
Spring 2015
Section [#]
[Your Name Here]
Due Date: April 24, 2015
1. Introduction
Introduction and Project objectives
1. Alignments analysis
· Analysis of geographical information, topography/surface
· Criteria used in design (horizontal alignment, vertical alignment, cross section, etc.)
· Horizontal and vertical alignment characteristics, impacts displayed by the footprint (effects on forest, roads, waterways, etc.)
· Compare all alignment attributes: length, earthwork volumes, foot print area, environmental impacts, and houses displaced
· Show the 5 separate costs and total cost for each alignment and discuss cost effects
1. Earthwork
1. Safety
1. Pavement
1. Right of Way Acquisition
1. Habitat
1. Total cost for each alignment
Refer to the table
Design Analysis Summary
· Discuss the qualitative performance measures (traffic operation, safety, environment)
Which alternative is predicted safer? Why?
Is delay going to be an issue on either or both alternatives?
Do these performance measures weigh on the final decision?
1. Conclusion
As a result of the comparison, recommend the “best” alternative and describe the reasons
Note:
· Must use the Contour map and Existing Features from ANGEL in this semester (Spring 2015) –CAD drawing, and use this word file for the summary report
· Use bold print section titles
· Report must be written in third person (Do not use I)
· Include page numbers (not necessary for appendices and drawings)
· Refer to all tables or figures that are discussed in the text. There should not be a Table or Figure that is included that is not discussed and called out in the text.
· Minimum 3 pages text
· Please bind report (Cover, text, Appendix A, B, C, and 7 CAD drawings)
Appendix A
(Horizontal Curve Reports)
The horizontal curve report generation function in Civil 3D does not work in this version. Instead of generating a report like you do for the Vertical Curves, copy the information from the “grid view” under “Edit Alignment Geometry.”
· Select the alignment you want to generate a report for
· Right click and select “Edit Alignment Geometry”
· Click the “Alignment Grid View” icon as shown below
· Right click in any cell and select “Copy All”
· Paste table to a new Excel file
· You can delete the following columns
· Start Point
· End Point
· Center Point
· Pass Through Point
· Direction at Through Point1
· Direction at Through Point2
· Attainment Method
· Curve Group Index
· Curve Group Sub-Entity Index
· Pi Point
· Use the remaining table as your Horizontal Curve Report
· Do this for East and West, make sure they are labeled and include them in this appendix
Appendix B
(Vertical Curve Reports)
To generate Vertical Curve Reports:
· G ...
White wonder, Work developed by Eva TschoppMansi Shah
White Wonder by Eva Tschopp
A tale about our culture around the use of fertilizers and pesticides visiting small farms around Ahmedabad in Matar and Shilaj.
Between Filth and Fortune- Urban Cattle Foraging Realities by Devi S Nair, An...Mansi Shah
This study examines cattle rearing in urban and rural settings, focusing on milk production and consumption. By exploring a case in Ahmedabad, it highlights the challenges and processes in dairy farming across different environments, emphasising the need for sustainable practices and the essential role of milk in daily consumption.
Transforming Brand Perception and Boosting Profitabilityaaryangarg12
In today's digital era, the dynamics of brand perception, consumer behavior, and profitability have been profoundly reshaped by the synergy of branding, social media, and website design. This research paper investigates the transformative power of these elements in influencing how individuals perceive brands and products and how this transformation can be harnessed to drive sales and profitability for businesses.
Through an exploration of brand psychology and consumer behavior, this study sheds light on the intricate ways in which effective branding strategies, strategic social media engagement, and user-centric website design contribute to altering consumers' perceptions. We delve into the principles that underlie successful brand transformations, examining how visual identity, messaging, and storytelling can captivate and resonate with target audiences.
Methodologically, this research employs a comprehensive approach, combining qualitative and quantitative analyses. Real-world case studies illustrate the impact of branding, social media campaigns, and website redesigns on consumer perception, sales figures, and profitability. We assess the various metrics, including brand awareness, customer engagement, conversion rates, and revenue growth, to measure the effectiveness of these strategies.
The results underscore the pivotal role of cohesive branding, social media influence, and website usability in shaping positive brand perceptions, influencing consumer decisions, and ultimately bolstering sales and profitability. This paper provides actionable insights and strategic recommendations for businesses seeking to leverage branding, social media, and website design as potent tools to enhance their market position and financial success.
Storytelling For The Web: Integrate Storytelling in your Design ProcessChiara Aliotta
In this slides I explain how I have used storytelling techniques to elevate websites and brands and create memorable user experiences. You can discover practical tips as I showcase the elements of good storytelling and its applied to some examples of diverse brands/projects..
Technoblade The Legacy of a Minecraft Legend.Techno Merch
Technoblade, born Alex on June 1, 1999, was a legendary Minecraft YouTuber known for his sharp wit and exceptional PvP skills. Starting his channel in 2013, he gained nearly 11 million subscribers. His private battle with metastatic sarcoma ended in June 2022, but his enduring legacy continues to inspire millions.
Visual Style and Aesthetics: Basics of Visual Design
Visual Design for Enterprise Applications
Range of Visual Styles.
Mobile Interfaces:
Challenges and Opportunities of Mobile Design
Approach to Mobile Design
Patterns
2. Content:
1. Introduction to Fundamental Options:
Unit, Measurement, Various view, Various Selection
2. Creating Structures:
Coordinate plotting and making of Frame, Beam, Truss etc. by using
both manual and structure wizard
3. Support Page:
Assigning various Support and their customization
4. Member Identification:
Defining member, Using section database and thickness
5. Load Page:
Defining various Load- Dead Load, Live Load, Seismic, Wind,
member UDL, point load and creating combination
6. Analysis:
Running of Analysis and post processing the result
7. Use of Data and Analysis:
Observation of Axial, Shear , Moment, Torsion and Deformation in
both diagram and value style. Use of Table
8.
Design of Slab:
Making of Flat Plate and Analysis
9.
Design of Concrete section( full version)
3. The author would like to dedicate the whole work to
his beloved parents
4. The whole manual is divided into three part: Beginning, Intermediate and
Expert. Under Beginning part the Basic Geometry- co-ordinate system,
loading, supporting, defining and Analysis will be shown for various types of
structure; when under Intermediate part both analysis and design will be
shown for various types of structure in static linear method. Under Expert
part dynamic analysis method will be discussed with sequence. Remember
one thing that learning a StaadPro analysis software is a practice work
whereas this manual will act as a guideline.
6. Part: Beginning
1. Introduction to Fundamental Options:
-
Open StaadPro
A window will arrive similar to picture
Choose your Length and Force unit properly; Give your File Name and Location.
Press Next and Another window will arrive similar to this
7. After pressing Finish another window similar to this will arrive
Fundamental options
(1)Unit: Unit can be changed anytime during working
Input Unit
Display Unit
-Press Input Unit and a window will arrive similar to this
8. -Again if you want to change graphical display unit press Display unit
You can change unit, label and their position; It is not so important.
(2)Measurement: It is an essential option as you have to see the distance during working;
All this options are used to see the dimension, changing the lebel and symbol, changing the scale,
adding text, showing cut section and returning previous position.
(3)Various views: To work with the job we have to change the view of the structure several time;
9. All this options is used to see the view of structure from various side
Rotation can be done by rotating the option
To zoom the structure and return to previous these are required
If you want to return the whole structure use this
To see the 3D render view use
(4)Various Selection: Selections are found for various part such as node, beam, surface, plate,
solid.
If you want to see a particular part of the structure then select the area
10. Go to view and do the same
Here is your desired part to edit;
To return to main structure press Display whole structure
11. 1
Now another selection method is discussed; You can use menu method to select those desired
part
2.Creating Structures:
You know a structure such as beam, frame, truss, grid etc. can be create by three method:
(a) Snap method/Manual drawing
(b)Co-ordinate plotting
(c) Structure Wizard method/Auto method
Now we will draw a beam by Snap method; Snap method is useful when you are going to draw
a truss or a customized structure
12. This is the window for Snap Node
method drawing;
You can choose Plane at which you are
going to plot your structure;
Angle of Plane can be changed; It is not
so important
Grid Origin should be (0, 0, 0)
Construction Lines can be increase or
decrease by changing the number; As
you are looking two 10 at X and Y;
Change it and see the deference.
Again All other option is given for view
customization
Now click at Snap Node/ Beam and
return to the graph and try to add two
point according to measurement.
1
13. If you add a point and create a line it will be look like such as given picture.
Now another structure- Frame will be created by Co-ordinate method;
To do this you need to use the Table shown below where you can plot coordinate (X, Y, Z) for a Node then after plotting some Node such as this
way primary work will be done
3
4
2
1
1
2
3
4
14. By giving the (X, Y, Z) value a Node will be created according to Input as
you are observing through the picture.
Beam can be created by Beams Table ( By
Providing Node A and Node B number but
another Beam drawing method is proved
easier than this;
1
You can simply use Add Beam option shown by 1notation in the picture
and add those node manually.
Now to complete the structure further work is required; You can copy and
paste the structure and a Table will arrive for it.
Now first select beam selection (Notation 2) and select your desired parts.
2
3
15. Now to do the Copy and Paste command, first you need to select the part
you want to copy than press Ctrl+C and then press Ctrl+V; A table will
arrive; Choose your X, Y or Z distance to copy it
Before Copy-Paste Operation
----------------------------------------------------------------------------------------------------------------------1
After Copy-Paste Operation
2
Same way you can cut and paste all these parts.
16. Now how to use the structure wizard will be shown and discussed;
Press it to get the Table
After Pressing a new window will found similar to this
Here various types of division of
Structures is given for choice
Here various types of Structures is
given under each Main division for
choice
17. Choose your structure and you can also edit it, I mean you can chage its
dimension by its customization Table which will arrive after you click in a
particular structure. Follow my work;
I choose Frame Models as my Main Division and Bay Frame as my subdivision; After pressing a Table I found similar to shown below
Frame Models
Bay Frame
Bay Frame- Table
You can change, edit and modify by this table shown above.
Here by this Structure Wizard many type structure could be build easily
within a moment.
You can build bay frame, grid, beam, circular structure, various types of
Truss etc. Once you got your structure then you have to merge it StaadPro
model. Do it by shown procedure and a table will be arrive.
18. 1
The table will indicate your desired co-ordinate at which you want to keep
it. Once it is plotted your structure creating procedure is finished.
**You can give/ provide a structure, which has only length and width, its
height by using Translation Repeat option. Select your desired part and
press Translation Repeat than a table will arrive where you can choose the
repeat direction and number of step and connecting command (Link Step)
Two picture are given to let you observe the difference between before and
after translation
20. In left side a
structure is given
without support;
You see there are no
support below the
structure.
Remember in 3D
Render View you
cannot see the
support.
To establish support you have to create support first by pressing Support
Page and a Window will arrive simultaneously;
1
2
4
3
21. By doing the work sequence you can make support 2 which is a Fixed
Support which have 6 reaction and no deflection. You can also create
Pinned/ Hinge Support which has no moment but three reaction;
You can create Spring, other support by knowing their support condition,
reaction and strength; It is not so big deal.
Now after creating desired support you have to plot it at desired position to
do it you have to select desired node(Node Selection – Active) by mouse
and click to assign. Another method is, you can manually plot the support,
this time your mouse point will become support like and by clicking at right
node you will be able to set the support at its position. It is not so big deal.
You can do it easily if you practice it.
Fixed
Support
Hinge
Support
Node with Fixed
Support
Node without
Support
22. 4.Member Identification:
Member Identification means giving the property of the member – beam,
column, slab, shear wall etc.
For flexural and axial concrete member it is called ‘Define’
For flexural and axial steel member it is called ‘Section Database’
For area, plate or surface section it is called ‘Thickness’
Property Page
When you will click it, a window will arrive similar to this
Using this you can create new
section and change the Beta Angle
Now when this Property window
is found, click in ‘Define’
Another window will arrive
Similar to below; Now follow the
command sequence 1-2-3-4-5
And you will get your first
rectangle concrete section of
12” X 6”
23. 3
2
4
5
1
Once you created the section than you must assign it to the required/
desired part of the frame, beam or truss;
Assigning job is similar to support assigning job; You must select the
members which will be define manually by hand selection or automatically
by select menu. See the similarity through the Table given below.
25. Now see the difference between before giving Beta Angle – 20 degree and
after giving Beta Angle – 20 degree.
Before giving Beta Angle – 20 degree:
No Angle; Just longitudinal along its geometry
26. After giving Beta Angle – 20 degree:
20 Degree Angle with respect to its geometry
The discussion for ‘Defining’ a Concrete made flexural and axial member is
finished. Now let’s talk about ‘Section Database’.
Section Database is done for ready made or available in market Steel
section only. I will use it now, click in Property Page and wait for table.
Click in section data base.
2
3
1
4
27. Maintain the sequence 1-2-3-4
1- Click section database
2- Choose your Code & Section than Add it
3- The desired section is Added & ready to use
4- Select your member/grid and click ‘Assign’
Introduction to Section Database is completed here; Now we will discuss
about Area, Plate, Surface thickness.
It is required for any solid area depended formation; Making and designing
slab, Shear wall, Wall, Surface etc. can be by done this option.
You must have created surface/ Plate/Solid etc. before you are going to
define it.
To make it you can use Mesh, Plate, Surface. Choose one of them
1. Mesh – For precise slab design
Mesh
2. Plate – For fast slab design
Plate
3. Surface – For ground, area, slab etc.
Surface
Plate is used to represent the shear wall
28. Once plate is created then go to property page and choose thickness;
1
4
2
3
Follow the sequence and assign the thickness to the desired plate.
5. Load Page:
The structure is completed and section is defined; Support is also
determined so you can assign ‘Load’
Structure without any load
29. Generally Dead Load, Live Load, Wind Load and Seismic Load are
concerned.
Make sure everything (preliminary activity) is done then go to ‘Load
Page’
A window will arrive after clicking on it (Shown below)
1. New Load Table
2. Load Page
3. Load window
-
From Load Window -> Load cases details -> Add
ThenNew Load Table will appear.
Choose Dead Load from Loading type drop menu
Give title Dead Load and Add it
Again do the same for Live Load, the difference are present in
choosing Live Load from Loading type and giving title Live Load
- Now see the Table shown below, it should be look like this…..
30. See under Load Cases Details Dead
Load and Live Load are present now all
you have to do is click in Add and wait
for another table.
New Table, Arrived after clicking Add
31. Now under Self Weight Add it, again click in Floor Load;
Give Load pressure 130 kip/sft & Define Y Range
Minimum 0 ft
Maximum (your highest floor) 30 ft
And Add it
From next picture see the difference between before loading and after
loading.
32. Repeat the whole procedure for Live Load again.
Now Let me talk about Wind Load
Wind Load is a typical load for all high rise building; Follow the procedure
to make a Wind Load in StaadPro 2006 for a typical 4 -storey 3 X- bay and
3 Y-bay frame building.
Building in X –Y Plane
Front View
33. First Action: Make your structure and do not forget their co-ordinate.
20,20
0,20
10,20
Z- Axis
0,0
10,0
20,0
X- Axis
Now Define all member and assign support to the end node from X- Y
plane.
Second Action: Go to Load Page and let the table arrive;
Now you have to give the definition of the Wind Load.
Click Definitions and then Add
Wind Definitions
Then Press Add
34. After Clicking Add another Window will arrive; Write Wind in X and then
again press Add.
A Load called Type- 1 will
be added under Wind
definition
Now do same for Wind in Y so that another load called Type- 2 may added
under Wind definition
35. Now Close it and then click in Type- 1 so that another window may arrive
which is shown below. Full fill it.
Height of
Building (1-99)
Intensity of
Wind
You can find the Intensity
by using Excel where Cz,
Cp, Ct etc. are used to get
design force and pressure
Check Excel document
Another way is Click in button
below.
shown above. A window will arrive shown
Now press OK
36. Now see your
given chart is full
filled
But your building
is 2 storey and 20
ft high so keep 20
feet data only.
Press Add and
give factor 1 and
Add again. Now
press Load Cases
Detail.
Click in Add a Window will arrive shown below
Provide Dead in
Loading Type and give
name Dead Load in
Title
And Add. Do the same
for Live Load, Wind
Load in X, Wind Load
in Y while Loading
Type will be Live,
Wind and Wind
respectively. Now Close it and watch your window should be like below.
37. Load Cases Details: Dead Load, Live Load,
Wind in X, Wind in Y
Now your wind loads are defined but you have to assign it to the concern
structure.
How to assign the wind loads?
At first click in Wind in X and then press Add
A dialogue box will arrive similar to this.
Now see and follow
the notation
2
1, 2, 3
Notation 1: Select
Wind Load
Notation 2: Define
1
3
X range as your
Wind is in X
direction
After putting correct
38. data as the Table is
filled in right, your
structure will be
look like the
picture shown
below.
Add it
Do the same process for Wind in Z. Remember one thing in StaadPro
39. X is horizontal, Y is vertical and Z is perpendicular to the screen.
Now it is time to discuss about Seismic Load or Earthquake. To design or
analysing a structure with seismic you must entry seismic first (Before Dead
Load and Live Load) otherwise it will not work.
How to define the wind loads?
Go to Commands- Loading – Definitions – Seismic Load - UBC 1994
40. A window will appear similar to this;
Fill it similar to the table
Zone – 0.15
Importance factor – 1
Rw in X – 5
Rw in Z – 5
Site coëfficiënt – 1.5
Ct value – 0.03 for RCC
0.075 for Steel
And Add it.
It will be added under
Seismic Definition
Select it and press Add another
table will appear
Add
41. Add it again under self-weight
Now go to Load Cases Details and Add Seismic in X and Seismic in Z
while loading type is Seismic
Seismic X and Seismic Z are added
42. Now select Seismic X then Add a table will appear shown below
Fill it as shown in above and add it. Do the same for Seismic Z; Then see
the Table again.
It is ready to be analysed.
43. Now let’s discuss about how to give UDL, point load, Concentrated
moment
First make a 2D Frame similar to below.
2D Frame
To do this follow the steps
- Draw line
- Provide support
- Define member
Under Load Cases Details There are 2 Dead Load – Load Case 1, Load
Case 2
First we will create point load.
44. To make it select Load Case 1 and press Add so that a window will arrive
shown below
Select it
Do the same in the window to get a 10 kip point load which will be 5 feet
above from the bottom point in Y direction. You can see it is already added
under Load Cases 1
45. It is ready to assign in the column; Select the member at left side and
assign it. Your structure should be look like this
10 Kip concentrated Load is
given
Now let’s talk about concentrated moment. Now click in Load Case 1 and
press Add. A table will arrive and go to member load then go to
concentrated moment; A window will open similar to this.
Do the same and Add
it. This moment will be
added under Load
Case 1; You can assign
it in a column now.
46. Your structure will be like this.
10 Kip Point Load
5 K-ft Moment
Perspective View
Now it is time for discuss about UDL
Go to Load Cases Details – Load Case 2 – Add – Member Load –
Uniform Force
A table will arrive shown below and fill it by same way
47. Your UDL will appear under Load Case 2 and it is ready to assign; Select
the beam ( There is a Beam in your 2D Frame) and assign it.
See your UDL in the 2D Frame.
20 kip/ feet Uniform Load
Using same process you can provide
-
Uniform moment
Trapezoidal Load and Moment
Hydrostatic
Linear Varying Load
Snow Load
Vehicle Load
Dynamic and Time response etc.
48. Load Combination:
`When you assign Dead Load, Live Load, Wind
and Seismic together it should be combined. The way is used to
mix up all these Load is called Load Combination.
There are many types of Combination
Now I will provide Dead Load, Live Load, Wind in
49.
50.
51.
52. 6. Analysis:
After doing all these pre-analysis activity or you can call it modelling
It is time to learn about analysis. After analysis you can see deflection,
shear, moment, axial, torsion for each member. You can also see the
animation during analysis. Analysis is prerequisite of design for all
types of structural member.
Follow the step: Commands –> Analysis
A window will open after clicking in Analysis
Press Ok
53. Now go to Analyze – Run Analysis or press
Ctrl + F5
A table will appear; Press Run Analysis
Another Window will appear; Use radio button Go to Post Processing
Mode and Done
54. Then Result Setup dialogue box will appear
Press OK and complete the procedure.
You can see the displacement shape & value for both node and beam.
55. If you want its shear, moment, axial, torsion etc. for each member then
chapter 7 ( Use of Data and Analysis)
7. Use of Data and Analysis:
It is part of Post- Processing when geometry, support and define job are part
of Modelling.
You can move between Modelling and Post- Processing by using thses two
options
You can see both value and diagram in StaadPro for all combination that is
made by you.
Combination
Staad Output
Click Staad Output to get Output Viewer
56. How to see the axial force in StaadPro?
Go to View – Tables and click it
Using this Tables you can get any output
anytime.
To see the axial diagram click in Axial Force
Axial Force
And to get those value go to Symbols and Levels
A window will appear where you will go Loads and Results
57. And after pressing OK your Axial Force will come with value.
Use this to get diagram
And use Loads and Results to get its values.
58. Part: Intermediate
8. Design of Slabs:
Slab is the upper portion of the building. In this Intermediate part
we will discuss about Flat Plate. Designing of a slab means
calculating its no of steel required and analysis means computing its
deformation, shear, moment and its deform shape.
When we design a axial or flexural members (i.e. Beams, Columns
etc.) then the loads from slab are exchanged in the beams.
What does it mean?
It means when you design a beams then you have these load to be
considered
- Self-weight of beam
- Dead Load (i.e. Cladding, random wall)
- Live Load
- Load from Slab
And You don’t make the slab using plate, surface etc.
Now come to the point- When you design a flat plate then you draw the
slab in such a way so that the beam is covered by the slab.
Slab
Beam
Slab- One way & Two way Slab
59. Slab
Beam
Slab- Flat Plate
From above two picture you should understand the difference is made
while drawing the these two slab.
Now I will design a Flat Plate in detail; Just follow the steps
I will design a Flat Plate when Dead Load is 120 pcf, Live Load is 110 pcf
Using the geometry daw the span and bay; Make a two storey building.
Now let’s define it; Go to property page – Define –
60. After doing this you will make a 6’’ by 6’’ Concrete section; Assign it in your
frame and see the 3D rendering View
61. Again using Property Page you will define a new thickness. After clicking
the Thickness a window will arrive.
If you do the same you will get a thick surface or you can call it Plate which
is ready for assign as a Slab.
Did you notice that plate thickness is also 6 inch similar to defined beam
section which is done in above portion.
This 6 inch plate is not ready to be assigned as you did not build the plate.
How to build plate?
Don’t mash up it with thickness define.
You will build your plate by this way. After that you will assign it through
definition process which is done by property process.
Plate Option
62. Click it and connect 4 node of a area so that it become a Plate.
Plate Cursor
Plate is making by Mouse
Select the Plate Cursor and Select the whole structure and you will select
those Plate only. Plate can be Copy and Delete like beams.
Your Plates are selected by Mouse
Now you have to assign your thickness to your plate.
63. I assigned your thickness in your Frame system; Now see how does it look
3D Render View
Now give Load; Go to Load Page and Add two Load Case; One of them is
Dead Load another is Live Load. Under Dead Load you add Floor Load
and a table will arrive
Fill the Table according to this
table;
When you are working with a
Slab you are going to give
Load by Floor;
64. Now it is time for analysis and design. To analysis go to command – analysis
– Perform analysis – OK (Table)
Now Press Ctrl + F5
and Run Analysis; It will take few seconds to analysis.
Analysis is not our objective; We need to design it.
Go to Commands – Design –
Concrete Design
A table will open shown below
called Concrete Design Table
65. 1
Go to Commands – Choose Design Slab/
Element - Add
2
And this design command will added under
Start Concrete Design;
3
You have to assign the slab under this
DESIGN ELEMENT;
There is a Question Mark. It will
remove when you will assign it in proper
element;
Select the Whole Plate ( using Plate
Cursor) and Assign it then this question
mark will remove.
66. After Assign action it is
changed.
Now press Ctrl + F5 ( Analysis); This time it will be designed.
In output document you will get the number of steel are required to give
stability and safety.
67. 9. Design of Concrete section( full version):
In this section a Concrete frame consist of beams and Columns will
designed.
Steps:
(1) Geometry- Creating the frame
(2) Support
(3) Define those member
(4) Load
(5)Analysis
(6)Design Command
(7)Design
(8) Output Observation
Now let’s do the Geometry portion
First create a frame- Node Snap method/ Co-Ordinate Method/
Structure Wizard (Choose one of them)
I am going to use Structure Wizard. My structure is shown below:
Perspective View
Top View
68. It is time to provide Support by support page; I will make and use fixed
support.
Using Property Page, I will define my member; I will use 12’’ by 12’’
Concrete Section all over (For both Column and Beam)
After assign job I structure is similar to below:
3D Render View after
assign job
69. It is time to provide load in my structure. Go to Load page and create four
load- Dead Load, Live Load, Seismic and Wind Load
For Dead and Live Load you don’t have to provide definition. For Wind
and Seismic definition is an important fact. Seismic should be first load.
All these things are shown in Load Page chapter.
Here I made my Load Page and structure:
For your help every load page in sequence is shown in next page:
So that you can- maintain the load sequence
- Choose actual minimum and maximum value of X, Y, Z
- Choose accurate load value and type
- Check your work
70. Seismic Definition
Wind Factor Definition
Wind Intensity
Definition
Seismic Load Case in X:
Self Weight
For Seismic in Z all these values will
remain same except where radio
button is X direction, there will be Z
direction.
Seismic Load Case in X:
UBC Load
71. Dead Load- Floor
Wind Load Case in X
Live Load- Floor
For Wind Load in Z all these values
will remain same except where radio
button is X direction, there will be Z
direction.
72. Now see the total summary of your Load work:
Load assign job is finished. Now it is time for analysis. Analysis process is
already shown in previous pages.
To start the Analysis process;
Go to Commands – Perform
Analysis – OK
Then press Ctrl + F5 to
complete the process and Run
Analysis
73. Choose Go to post processing Mode and Done
Another window will open and press OK.
74. Then Node and Beam displacement will arrive in Tabular Form and
Diagram
In analysis section we discussed about various combination. Combination is
done to mix up the effects of various loading together.
You can check the displacement for various combination using this option
You can see also shear, axial, moment, torsion by Table options
Tables
75. You are now in Design stage.
Go to Commands – Design –
Concrete Design; A window will
open
This window is called Design
Window
From Design Window press
Command and Add Design Beams and
Design Columns
Then Assign Design Beam and Design
Column to its member.
After this you need to pacify some design
facts such as Clear Cover, Tie-bar data,
Minimum main reinforcement size etc.
You can customize or make a new style by
Define Parameters
76. Now to complete the Design Process you have to analysis it again.
Press on Run Analysis and
from new window choose
View Output File and Done
Now you will get StaadPro Output Viewer window
77. This is total design documents.
When you are in post processing section you can see the result and reports
which are important to see the displacement, axial, shear, moment, torsion
and stresses for beams, columns and plate; Use of report is more important
than result.
When result give values, Report not only gives value but also provides
effects in a report form.
78. Design Lesson for Concrete Section is finished here.
For further inquiry or version:
Email: Yousuf_dinar@yahoo.com, yousufdinar2012@gmail.com
Cell No: +880 1675585448