The document discusses the use of computer programs like STAAD Pro for structural design and analysis. It explains how earlier structural designs were done manually using slide rules and calculators but computers now allow for more accurate analysis of frames, beams and modeling of entire buildings in 3D. STAAD Pro is highlighted as a powerful program that can be used for 3D modeling and analysis of multi-storied buildings, offering various analysis types and design capabilities for steel, concrete and other materials according to different codes.
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
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
This publication provides a concise compilation of selected rules in the Eurocode 8, together with relevant Cyprus National Annex, that relate to the design of common forms of concrete building structure in the South Europe. It id offers a detail view of the design of steel framed buildings to the structural Eurocodes and includes a set of worked examples showing the design of structural elements with using software (CSI ETABS). It is intended to be of particular to the people who want to become acquainted with design to the Eurocodes. Rules from EN 1998-1-1 for global analysis, type of analysis and verification checks are presented. Detail design rules for steel composite beam, steel column, steel bracing and composite slab with steel sheeting from EN 1998-1-1, EN1993-1-1 and EN1994-1-1 are presented. This guide covers the design of orthodox members in steel frames. It does not cover design rules for regularities. Certain practical limitations are given to the scope.
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
Modelling Building Frame with STAAD.Pro & ETABS - Rahul LeslieRahul Leslie
A basic tutorial to learn the concepts of modelling RC building in an Analysis/Design package -- STAAD.Pro & ETABS are in focus here, but concepts are applicable for any package. Good for novice in structural designing, and also B.Tech / BE / BSc (Engg) / BS students wising to do 'design of multi-storied RC building' as their final year project.
This publication provides a concise compilation of selected rules in the Eurocode 8, together with relevant Cyprus National Annex, that relate to the design of common forms of concrete building structure in the South Europe. It id offers a detail view of the design of steel framed buildings to the structural Eurocodes and includes a set of worked examples showing the design of structural elements with using software (CSI ETABS). It is intended to be of particular to the people who want to become acquainted with design to the Eurocodes. Rules from EN 1998-1-1 for global analysis, type of analysis and verification checks are presented. Detail design rules for steel composite beam, steel column, steel bracing and composite slab with steel sheeting from EN 1998-1-1, EN1993-1-1 and EN1994-1-1 are presented. This guide covers the design of orthodox members in steel frames. It does not cover design rules for regularities. Certain practical limitations are given to the scope.
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
Modelling Building Frame with STAAD.Pro & ETABS - Rahul LeslieRahul Leslie
A basic tutorial to learn the concepts of modelling RC building in an Analysis/Design package -- STAAD.Pro & ETABS are in focus here, but concepts are applicable for any package. Good for novice in structural designing, and also B.Tech / BE / BSc (Engg) / BS students wising to do 'design of multi-storied RC building' as their final year project.
I, Mirza Shameem Hasan, completed my B,Sc, degree in Civil Engineering field . I live in Bangladesh. I am
eagerly interested to join your university and continue my study with the subject "Environmental Science".
I have my passport and all documents ready to submit any time you need .
Hence , dear Sir, please give me an opportunity to continue my study and instruct me how can I take future
steps. I will be so happy and grateful I I have the opportunity to join a university like this.
Your obedient,
Mirza Shameem Hasan
civil engineering department
Dhaka, Bangladesh
cell : =88-01948067044,8801671924202,8801677321261.
Seismic design of multistoreyed rc building using various codeseSAT Journals
the Reinforced Concrete(RC) structure. The necessity of designing the
structure as per codal provision is must for all kind of structure. In this
for study. The Linear static analysis was done using American, European and Indian Codes. The building is modeled and
analysed using ETABS software. All the required parameters for analysis was taken a
storey deflection, storey drift and base shear were compared. The displacement, storey shear and storey displacement obtained
from ACI code design is more when compared with other code’s analysis result.
Structural Computer Aided Design and Analysis Professional SCADA Pro 16 Kostas Dimitriou
Ultimate tool to quickly model, analyze, and design structures that are safe, green, and economical from any material. Use a single interface to rapidly produce incredible engineering results with the confidence of large consulting enterprises.
Game changing technologies such as engineering optimization of structures included in SCADA Pro are the disruptive driving force poised to address today's complex engineering challenges. Reducing Cost and Increasing Safety are two of the important pillars that SCADA Pro delivers in the architectural, engineering and construction software.
High Rise Buildings were inconsiderable for many years in our country as it was not considered safe but ETABS is an earthquake resistant software that ensures safety of high-rise building and can be built anytime or anywhere.
1.Where do we come in?
ETABS caters to multi-story building analysis and design. It offers all engineering activities, from analysis to design completion. Modelling tools and templates, codebased load prescriptions, analysis methods and solution techniques, all coordinate with the grid-like geometry unique to this class of structure.
2. Customizable Graphical User Interface with One Screen and Multi-Screen Views:
There is no limit to the number of model windows, model manipulation views, and data views, and an advanced GUI.
3.Analysis –
Static Analysis
P-Delta Analysis
Dynamic analysis
Response Spectrum
Time History
Modal Cases
Eigen and Ritz Vector
Robust Nonlinear Tools
Staged Construction
4. Performance Based Design
Fast nonlinear analysis –
Steel and concrete material models with performance levels
Steel and concrete fiber models for shear walls and columns
Hysteretic Stiffness and strength degradation
5.Output and Display
Tabular Results
Shell force and stress
Deformed shape and contours
Reaction Diagrams
Default and user Customized reports
6.Non-Linear Hinges:
Hinges may be assigned (uncoupled) to any of the six DOF. Post-yield behavior is described by the general backbone relationship shown. For nonlinear pushover, and nonlinear direct-integration time-history analyses, users may simulate post-yielding behavior by assigning concentrated plastic hinges to frame and tendon objects.
7.Staged Construction
Nonlinear effects such as large deflections, yielding and gap-opening and closing. Time-dependent, shrinkage and strength-change effects will all so be considered in the construction of a model.
8.Pushover Analysis
The nonlinear layered shell element enables users to consider plastic behavior of concrete shear walls, slabs, steel plates and other finite area elements in the pushover analysis. Force-deformation relations are defined for steel and concrete hinges. The hinge and fiber hinge option based on stress-strain is an extension of ASCE-13.
9. How ETABS Tackles Performance Based Design?
ETABS Ultimate gives user the option to either define the hinge property or to use auto generated. Not only that, with ETABS now you can convert a site-specific response (RMS) to equivalent time history in real-time.
10. Stable and Fast Nonlinear Analysis (FNA) Implemented for PBD
PBD is an attempt to capture the of a structure by explicitly modelling and evaluating post-yield ductility and energy dissipation when subject to earthquake ground motions. The fundamental component is nonlinear dynamic analysis where an attempt is made to capture the real behavior of the structure by analyzing how it reacts in the wake of an earthquake.
11. Steel and Concrete Fibre Models for Shear Walls.
https://csiespl.com/product-deta
HEAP SORT ILLUSTRATED WITH HEAPIFY, BUILD HEAP FOR DYNAMIC ARRAYS.
Heap sort is a comparison-based sorting technique based on Binary Heap data structure. It is similar to the selection sort where we first find the minimum element and place the minimum element at the beginning. Repeat the same process for the remaining elements.
Industrial Training at Shahjalal Fertilizer Company Limited (SFCL)MdTanvirMahtab2
This presentation is about the working procedure of Shahjalal Fertilizer Company Limited (SFCL). A Govt. owned Company of Bangladesh Chemical Industries Corporation under Ministry of Industries.
Immunizing Image Classifiers Against Localized Adversary Attacksgerogepatton
This paper addresses the vulnerability of deep learning models, particularly convolutional neural networks
(CNN)s, to adversarial attacks and presents a proactive training technique designed to counter them. We
introduce a novel volumization algorithm, which transforms 2D images into 3D volumetric representations.
When combined with 3D convolution and deep curriculum learning optimization (CLO), itsignificantly improves
the immunity of models against localized universal attacks by up to 40%. We evaluate our proposed approach
using contemporary CNN architectures and the modified Canadian Institute for Advanced Research (CIFAR-10
and CIFAR-100) and ImageNet Large Scale Visual Recognition Challenge (ILSVRC12) datasets, showcasing
accuracy improvements over previous techniques. The results indicate that the combination of the volumetric
input and curriculum learning holds significant promise for mitigating adversarial attacks without necessitating
adversary training.
Final project report on grocery store management system..pdfKamal Acharya
In today’s fast-changing business environment, it’s extremely important to be able to respond to client needs in the most effective and timely manner. If your customers wish to see your business online and have instant access to your products or services.
Online Grocery Store is an e-commerce website, which retails various grocery products. This project allows viewing various products available enables registered users to purchase desired products instantly using Paytm, UPI payment processor (Instant Pay) and also can place order by using Cash on Delivery (Pay Later) option. This project provides an easy access to Administrators and Managers to view orders placed using Pay Later and Instant Pay options.
In order to develop an e-commerce website, a number of Technologies must be studied and understood. These include multi-tiered architecture, server and client-side scripting techniques, implementation technologies, programming language (such as PHP, HTML, CSS, JavaScript) and MySQL relational databases. This is a project with the objective to develop a basic website where a consumer is provided with a shopping cart website and also to know about the technologies used to develop such a website.
This document will discuss each of the underlying technologies to create and implement an e- commerce website.
Using recycled concrete aggregates (RCA) for pavements is crucial to achieving sustainability. Implementing RCA for new pavement can minimize carbon footprint, conserve natural resources, reduce harmful emissions, and lower life cycle costs. Compared to natural aggregate (NA), RCA pavement has fewer comprehensive studies and sustainability assessments.
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdffxintegritypublishin
Advancements in technology unveil a myriad of electrical and electronic breakthroughs geared towards efficiently harnessing limited resources to meet human energy demands. The optimization of hybrid solar PV panels and pumped hydro energy supply systems plays a pivotal role in utilizing natural resources effectively. This initiative not only benefits humanity but also fosters environmental sustainability. The study investigated the design optimization of these hybrid systems, focusing on understanding solar radiation patterns, identifying geographical influences on solar radiation, formulating a mathematical model for system optimization, and determining the optimal configuration of PV panels and pumped hydro storage. Through a comparative analysis approach and eight weeks of data collection, the study addressed key research questions related to solar radiation patterns and optimal system design. The findings highlighted regions with heightened solar radiation levels, showcasing substantial potential for power generation and emphasizing the system's efficiency. Optimizing system design significantly boosted power generation, promoted renewable energy utilization, and enhanced energy storage capacity. The study underscored the benefits of optimizing hybrid solar PV panels and pumped hydro energy supply systems for sustainable energy usage. Optimizing the design of solar PV panels and pumped hydro energy supply systems as examined across diverse climatic conditions in a developing country, not only enhances power generation but also improves the integration of renewable energy sources and boosts energy storage capacities, particularly beneficial for less economically prosperous regions. Additionally, the study provides valuable insights for advancing energy research in economically viable areas. Recommendations included conducting site-specific assessments, utilizing advanced modeling tools, implementing regular maintenance protocols, and enhancing communication among system components.
The Internet of Things (IoT) is a revolutionary concept that connects everyday objects and devices to the internet, enabling them to communicate, collect, and exchange data. Imagine a world where your refrigerator notifies you when you’re running low on groceries, or streetlights adjust their brightness based on traffic patterns – that’s the power of IoT. In essence, IoT transforms ordinary objects into smart, interconnected devices, creating a network of endless possibilities.
Here is a blog on the role of electrical and electronics engineers in IOT. Let's dig in!!!!
For more such content visit: https://nttftrg.com/
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1. E2-E3/Civil Rev date: 01-04-11
Page:1BSNL, India For Internal Circulation Only
E2-E3: CIVIL
CHAPTER-2
STRUCTURAL DESIGN USING STAAD
PRO
2. E2-E3/Civil Rev date: 01-04-11
Page:2BSNL, India For Internal Circulation Only
Structural Design Using STAAD PRO
Use of Computer in Structural Designing of Buildings
In earlier periods say in sixties, engineering calculations were done by
slide rules. Then in seventies, came the era of calculators, which
replaced slide rules completely. The calculators are very much in
vogue these days but to aid the structural engineer have come
computers which are high-speed calculators and much more. When
similar members (say, slabs, beams columns, footings) are to be
designed, relevant computer programs can be used to get more accurate
methods which were earlier difficult and time-consuming to use
manually. For example, frames under horizontal loads were analysed by
portal or cantilever methods manually. These gave only approximate
results and we had to be satisfied with them. But now, computer can be
used effectively to get accurate results.
Computer-Aided Analysis & Design:-
Computers have recently been brought in to aid structural designers.
These machines are as effective as the available software (i.e.
computer programs). Programs are available for design of slabs, simply
supported and continuous beams. Columns under biaxial bending,
isolated footings, combined footings and rafts. There are also available
2-D plane frame programs, grids, retaining walls, etc. not only all the
available programs may be to the liking of a designer. The assumptions
made in the development of some programs may not be acceptable to
the structural designer and in one case, it was found that the column
program purchased was valid only for short columns and not for long
columns, although at the time of purchase, it was claimed to be valid
for both short and ling columns.
In practice, continuous beams, frame analysis under horizontal loads
are almost always solved by a computer. Sometimes, an building is
divided into frames in both the principal directions. All the frames
with the vertical and the horizontal loads are put in the computer and
the solution is got which includes the complete design of beams at all
the floor levels. Column loads are then assembled manually. Column
design under biaxial bending at all levels is done by a computer
program.
A very powerful program STAAD Pro is also available in the market
which can be used for 3-D analysis of a building as a whole. It is
useful for analysis and design of multi-storied buildings. We may
3. E2-E3/Civil Rev date: 01-04-11
Page:3BSNL, India For Internal Circulation Only
consider the followings methods of approach in order to tap the full
capacity of STAAD Pro software.
Structural Design Using STAAD- PRO
“Concurrent Engineering” based user environment for model
development, analysis, design, visualization and verification .
Full range of analysis including static, P-delta, pushover, response
spectrum, time history, cable (liner and non-linear), buckling and steel,
concrete and timber design.
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
Object-oriented intuitive 2D/3D graphical model generation.
Pull down menus, floating tool bars, tool tip help.
Quick data input through property sheets and spreadsheets.
Customizable structural templates for creating a model.
Complete support of VBA macros for customization (integrate with
Match CDA or Excel).
Supports truss and beam members, plates, solids, linear an d non-
linear cables and curvilinear beams.
Advance automatic load generation facilities for wind, snow, area,
floor and moving loads.
Flexible zoom, pan and multiple views.
Isometric and perspective view and 3D shapes.
Toggle display of loads, supports, properties, joints, members, etc.
Built-in command file editor for text editing.
State-of-the-art graphical pre and post processors.
Rectangular/cylindrical coordinate systems with mix and match
capabilities.
Joint, member/element, mesh generation with flexible user-
4. E2-E3/Civil Rev date: 01-04-11
Page:4BSNL, India For Internal Circulation Only
controlled numbering scheme.
Import/Export DSF, DWG, VRML, CIS/2 and Excel files.
Efficient algorithm minimizes disk space requirements.
FPS, metric or SI units.
Presentation quality printer plots of geometry and results as part of
run output.
Graphics Environment
Model Generation
Easy auto mesh and auto refinement of user-defines polygonal
element boundary by simple mouse clicks, including openings and
column/wall lines.
Unlimited Undo and Redo.
More structure wizard models including user-defined parametric
structures to create any structural template.
2D and 3D graphic generation using rectangular, cylindrical and
reverse cylindrical coordinates systems.
Segments of repetitive geometry may be used to generate complex
structural models.
Generate,copy,repeat,mirror,pivot,etc.for quick and easy geometry
generation.
Comprehensive graphics editing.
Library of commonly used structures can be picked and display of
properties, loadings, supports, orientations etc.
Graphical specification and display of properties, loadings, supports,
orientations etc.
Import/Export Auto Cad 2D/3D/ DXF or CIS/2 files to start your
model.
Access to text editor to modify model quickly through command
syntax.
User-controlled scale factors for deflected or mode shapes.
Intelligent objects (beams, plates, columns) to report geometry.
Structure Wizard to create parametric templates, meshes with holes
and curved surfaces.
Easy “snap-to” construction grid for laying out beams and columns
on irregular grids.
Step-by-to hand calculations including all formulae, intermediate
results, and code clauses for steel and concrete design.
Graphically displaying built-up sections and customized shapes in
3D within the STAAD. Pro environment.
5. E2-E3/Civil Rev date: 01-04-11
Page:5BSNL, India For Internal Circulation Only
New customizable node/member renumbering scheme.
Design Codes
Steel Design
Design codes include AISC (ASD and LRFD and & 3rd
Ed.), AISI
and AASHTO. Optional codes available include ASCE 52, BS5400,
BS5950, Canadian, South Africa, Chinese, French, German,
Japanese, Indian, Scandinavian, Mexican (NTC and CFE), Eurocode
and much more.
Built-in-steel tables including AISC (7th
-9th
Editions), Australian,
British, Canadian, Chinese, European, India, Japanese, Korean,
Mexican, Russian and South Africa.
Shapes include I-Beams with or without cover plates, channels,
angles, double angles/channels, pipes and tubes (HSS Sections).
User-specified design parameters including sides way, stiffeners,
welding, net section factor, drift and deflection.
Code check, member selection consisting of analysis/design cycles.
Calculation of Effective Length Factors (K Factors) for Steel Design.
Powerful grouping command to design disjointed members as a
physical member.
Concrete Design
Design of concrete beam/columns/slabs per ACI 318-02, 318-95.
Also footing design per ACI 318-02. Optional codes include BS8007,
BS8110, Canadian, French, German, Spanish, Scandinavian,
Japanese, Chinese, Australian, South African, Singaporean and
Indian Codes IS-456-2000.
Design circular, rectangular, I and L shaped, trapezoidal and Tee
sections.
Numerical and graphical design outputs with complete reinforcement
details.
Interactive concrete design and detailing with bar scheduling and
interactive rebar layout.
Design “Physical members” by combining separate beam entities as
one with full step-by-step calculation sheets for verification.
Full, integrated rectangular shear wall analysis and design (including
openings) with output including forces at different heights along the
wall (axial, shear and moment in-plane and out-of-plane bending
moment), automatic meshing of the wall, horizontal and vertical
shear and edge reinforcements at different heights.
6. E2-E3/Civil Rev date: 01-04-11
Page:6BSNL, India For Internal Circulation Only
Analysis & Design
• Static Analysis
– Primary
– P-delta
– Non-linear
– Non-Linear Cable
Structural Analysis
Real
world
problem
Idealization to a
mathematical
model
Solution
of the
model
Analysis is performed to predict the response of a structure to
applied external loads.
Real world structural problems are very complex in nature.
Analysis of these problems requires idealization.
7. E2-E3/Civil Rev date: 01-04-11
Page:7BSNL, India For Internal Circulation Only
Element Types
Structural Elements
Line
• Truss
• Beam
• Surface
• Plate/ Shell
• Surface
• Solid
8. E2-E3/Civil Rev date: 01-04-11
Page:8BSNL, India For Internal Circulation Only
Structure Types
STRUCTURAL
TYPES:
G X
G Y
G Z
X
Y
Z
TRUSS (2D)
TRUSS (3D)
PLANE SPACE FLOOR
9. E2-E3/Civil Rev date: 01-04-11
Page:9BSNL, India For Internal Circulation Only
• Basic Design
– Steel
– Concrete
Static Analysis
• Geometric Modeling
• Material Properties
• Sectional Properties
• Supports : Boundary Conditions
• Loads & Load combinations
• Special Commands
• Analysis Specification
• Design Command
Geometric Modeling
• Nodal Co-ordinate Data
• Selection of Elements : Element Library
• Beam Elements : Beams, Columns, Truss Members
• Plate Elements : Structural Walls, Floor Slabs
• Fully Restrained
• Partially restrained w/
Springs
• Inclined
• Multilinear
Boundary Condition
• Partially
Restrained
10. E2-E3/Civil Rev date: 01-04-11
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• Plane Stress Elements : Shear Walls, Floor Slabs Acting As Rigid
Diaphragm To Lateral Loading
• Solid Elements : Thick Raft, Block Foundations
Surface Element:
– Rectangular
– Default Division 10X10, no. can be controlled
– Mainly introduced for Shear Wall Modeling & Design
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
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 & Trapezoi dal Load
– Pre-Stress / Post-Stress Load
– Hydrostatic Trapezoidal Load
– Temperature Load (x, y, z)
– Fixed End Load
LOADS
• Plate Element Loads
– Pressure (Full / Partial)
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– Concentrated Force (x, y)
– Trapezoidal & Hydrostatic Trapezoidal Load
• Surface Element Pressure
• Generated Loads
– Wind Load
– Seismic Co-efficient Method
– Repetitive Moving Load
• Dynamic Loads
– Time History
– Response Spectrum
• Combined Effect of Loads
– Combination (Algebraic, SRSS, ABS)
– Repeat Load
• 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
DESIGN
• Once analysis is completed for different load combination design
will be perform for load envelope case.
• Concrete Design can be done either using IS456 or for ductile
detailing IS-13920 can also be used.
Using STAAD Pro for analysis & design the Building as a whole
Steps in design
1. Manual design of slabs, stairs, chajjas, non-grid beams, etc.
2. Preparing data for STAA PRO program at all levels i.e
generation of model, load intensities at all floors and wall load
as u.d.l, support conditions, material properties etc
3. Using computer, feeding data and getting the out-put. It gives
beam and column design at all levels and it also gives column
loads for design of foundations..
4. Manual design of footings.
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5. Preparation of structural drawings with foundations and upwards
by AUTOCAD or by manual.
After analysis and design by STAAD Pro software we have to note
down area of steel for column at various levels & grouping is done
accordingly.
For beams be have to do detailing as per SP-34 by noting down the
main reinforcement & Shear reinforcement & at various section floor
wise.
The drawings are prepared floor-wise, starting from the foundation,
plinth beam and upwards and issued to the site for execution in the
same order.
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END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
1001 TO 1004 2001 TO 2004 3001 TO 3004 4001 TO 4004 5001 TO
5004 6001 TO 6004 -
7001 TO 7004 8001 TO 8004 9001 TO 9005 10001 TO 10005 11001 TO
11004 12001 -
12002 TO 12004 13001 TO 13004 14001 TO 14004 15001 TO 15008
16001 TO 16008 -
17001 TO 17004 18001 TO 18004 PRIS YD 0.3 ZD 0.6
MEMBER PROPERTY AMERICAN
111 TO 114 211 TO 214 237 311 TO 314 337 411 TO 414 437 -
502 PRIS YD 0.45 ZD 0.23
120 TO 137 219 TO 236 319 TO 336 419 TO 436 503 504 PRIS YD 0.6
ZD 0.3
101 TO 110 115 TO 119 201 TO 210 215 TO 218 301 TO 310 315 TO
318 401 TO 410 -
415 TO 418 501 PRIS YD 0.45 ZD 0.3
CONSTANTS
MATERIAL CONCRETE MEMB 101 TO 137 201 TO 237 301 TO 337
401 TO 437 -
501 TO 504 1001 TO 1004 2001 TO 2004 3001 TO 3004 4001 TO 4004
5001 TO 5004 -
6001 TO 6004 7001 TO 7004 8001 TO 8004 9001 TO 9005 10001 TO
10005 11001 -
11002 TO 11004 12001 TO 12004 13001 TO 13004 14001 TO 14004
15001 TO 15008 -
16001 TO 16008 17001 TO 17004 18001 TO 18004
SUPPORTS
1 TO 18 FIXED
*ZONE III , CONSIDERING ORDINARY MOMENT RESISTANT
FRAME FOR MEDIUM SOIL
UNIT MMS NEWTON
MEMBER RELEASE
111 114 211 214 311 314 411 414 START MZ
113 114 213 214 313 314 413 414 END MZ
UNIT METER KN
DEFINE 1893 LOAD
ZONE 0.16 RF 3 I 1 SS 2 ST 3
JOINT WEIGHT
101 WEIGHT 85.13
102 WEIGHT 111.04
103 WEIGHT 118.02
104 WEIGHT 117.77
105 WEIGHT 84.31
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DESIGN COLUMN 1001 TO 1004 2001 TO 2004 3001 TO 3004 4001
TO 4004 -
5001 TO 5004 6001 TO 6004 7001 TO 7004 8001 TO 8004 9001 TO
9005 -
10001 TO 10005 11001 TO 11004 12001 TO 12004 13001 TO 13004
14001 TO 14004 -
15001 TO 15008 16001 TO 16008 17001 TO 17004 18001 TO 18004
DESIGN BEAM 101 TO 137 201 TO 237 301 TO 337 401 TO 437 501
TO 504
CONCRETE TAKE
END CONCRETE DESIGN
FINISH
22. E2-E3/Civil Rev date: 01-04-11
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Questions
1. Which type of analysis can be carried out by STAAD-PRO?
2. Which types of structures are supported in STAAD-PRO?
3. Which structural components are called as beam elements in
STAAD-PRO?
4. What is the sequence of commands in a STAAD-PRO input file?
5. What are the types of structures that can be designed using
STAAD-PRO?
6. What are the types of loads that can be applied on structural
model in STAAD-PRO?
7. What are the sectional shapes that can be designed in RCC
design in STAAD-PRO?
8. What are the coordinate systems that are used for graphical
generation of model in STAAD-PRO?
9. Whether numbering scheme of members in STAAD-PRO building
model the can be User controlled?
10 Which unit system can be used in STAAD-PRO?