The document describes the design and analysis of a multi-tower structure using ETABS software. It includes sections on the project location, modeling and analysis of the structure using ETABS, structural design including shear wall and beam design, post-tensioned slab design, construction management and risk assessment. The overall purpose is to analyze and design a multi-tower structure consisting of a hotel tower and office tower located in Amman, Jordan.
Analysis and Design of Structural Components of a Ten Storied RCC Residential...Shariful Haque Robin
This report has been prepared as an integral part of the internship program for the Bachelor of Science in Civil Engineering (BSCE) under the Department of Civil Engineering in IUBAT−International University of Business Agriculture and Technology. The Dynamic Design and Development (DDD) Ltd. nominated as the organization for the practicum while honorable Prof. Dr. Md. Monirul Islam, Chair of the Department of Civil Engineering rendered his kind consent to academically supervise the internship program.
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
Tower design using Dynamic analysis method is now became easier than ever with this simple and effective PDF manual. Starting from modeling, defining till computing results based on Dynamic Analysis you can build the tower of your dream.
Engineering is fun and so does this PDF !
Analysis and Design of Structural Components of a Ten Storied RCC Residential...Shariful Haque Robin
This report has been prepared as an integral part of the internship program for the Bachelor of Science in Civil Engineering (BSCE) under the Department of Civil Engineering in IUBAT−International University of Business Agriculture and Technology. The Dynamic Design and Development (DDD) Ltd. nominated as the organization for the practicum while honorable Prof. Dr. Md. Monirul Islam, Chair of the Department of Civil Engineering rendered his kind consent to academically supervise the internship program.
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
Tower design using Dynamic analysis method is now became easier than ever with this simple and effective PDF manual. Starting from modeling, defining till computing results based on Dynamic Analysis you can build the tower of your dream.
Engineering is fun and so does this PDF !
Study on Effect of Wind Load and Earthquake Load on Multi-storey RC Framed Bu...IJSRD
Now a day the increase in the construction of tall buildings, residential and commercial sector, and the new trend are towards taller and slender structures. Though the effect of wind and earthquake, forces becoming important for every structural designer to know. Every engineer is facing with the problem of providing stability, strength for loads like lateral loads. That’s the reason wind as well as earthquake loading have become the influential factors in tall buildings. Loads that are lateral loads play important role for drift. The drift must be taken into consideration for tall structure. The above mentioned are some of the key issues which affect the behavior of structure and economy of the building. This thesis focuses the effects of lateral loads on medium and tall buildings the storey forces, displacements, storey shear, story drift every part of are analyzed on every level of height on the building, Indian codal provision gives us the basic wind speed at 10m height for some important cities/towns. However it does not provide for all the cities in India. In the following work attempt is made to find the effect of lateral loads i.e. wind load and earth quake loads for various models having shear walls and without shear wall. For the study a symmetrical building plan is used with 16 storeys and 31 storeys are analyzed and designed by using structure analysis software tool ETABS-2013. The study also includes the determination of base shear, displacement, storey drift, storey forces and the results are compared with them. These parameters have also considers the effect of shear wall. In order to design a structure to resist wind and earthquake loads, the forces on the structure must be specified.
The aim of this manual is to give the design application of the basic requirements of EC8 for new concrete and steel buildings using ETABS. This book can be used by users of ETABS modeler. Is not cover all the steps that you have to carry during designing model using ETABS but is a good manual for those who using Eurocodes.
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
Study on Effect of Wind Load and Earthquake Load on Multi-storey RC Framed Bu...IJSRD
Now a day the increase in the construction of tall buildings, residential and commercial sector, and the new trend are towards taller and slender structures. Though the effect of wind and earthquake, forces becoming important for every structural designer to know. Every engineer is facing with the problem of providing stability, strength for loads like lateral loads. That’s the reason wind as well as earthquake loading have become the influential factors in tall buildings. Loads that are lateral loads play important role for drift. The drift must be taken into consideration for tall structure. The above mentioned are some of the key issues which affect the behavior of structure and economy of the building. This thesis focuses the effects of lateral loads on medium and tall buildings the storey forces, displacements, storey shear, story drift every part of are analyzed on every level of height on the building, Indian codal provision gives us the basic wind speed at 10m height for some important cities/towns. However it does not provide for all the cities in India. In the following work attempt is made to find the effect of lateral loads i.e. wind load and earth quake loads for various models having shear walls and without shear wall. For the study a symmetrical building plan is used with 16 storeys and 31 storeys are analyzed and designed by using structure analysis software tool ETABS-2013. The study also includes the determination of base shear, displacement, storey drift, storey forces and the results are compared with them. These parameters have also considers the effect of shear wall. In order to design a structure to resist wind and earthquake loads, the forces on the structure must be specified.
The aim of this manual is to give the design application of the basic requirements of EC8 for new concrete and steel buildings using ETABS. This book can be used by users of ETABS modeler. Is not cover all the steps that you have to carry during designing model using ETABS but is a good manual for those who using Eurocodes.
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 document presents an example of analysis design of slab using ETABS. This example examines a simple single story building, which is regular in plan and elevation. It is examining and compares the calculated ultimate moment from CSI ETABS & SAFE with hand calculation. Moment coefficients were used to calculate the ultimate moment. However it is good practice that such hand analysis methods are used to verify the output of more sophisticated methods.
Also, this document contains simple procedure (step-by-step) of how to design solid slab according to Eurocode 2.The process of designing elements will not be revolutionised as a result of using Eurocode 2. Due to time constraints and knowledge, I may not be able to address the whole issues.
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.
Desain dinding geser beton bertulang menggunakan software ETABSAfret Nobel
Desain dinding geser beton bertulang menggunakan software ETABS adalah langkah-langkah dalam mendesain dinding geser / shear wall menggunakan software etabs.
This document presents an example of analysis design of slab using ETABS. This example examines a simple single story building, which is regular in plan and elevation. It is examining and compares the calculated ultimate moment from ETABS with hand calculation. Moment coefficients were used to calculate the ultimate moment. However it is good practice that such hand analysis methods are used to verify the output of more sophisticated methods.
Also, this document contains simple procedure (step-by-step) of how to design solid slab according to Eurocode 2. The process of designing elements will not be revolutionised as a result of using Eurocode 2.
The Pushover Analysis from basics - Rahul LeslieRahul Leslie
Pushover analysis has been in the academic-research arena for quite long. The papers published in this field usually deals mostly with proposed improvements to the approach, expecting the reader to know the basics of the topic... while the common structural design practitioner, not knowing the basics, is left out from participating in those discussions. Here I’m making an effort to bridge that gap by explaining the Pushover analysis, from basics, in its simplicity.
A write up on this topic can be found at http://rahulleslie.blogspot.in/p/blog-page.html, though does not cover the full spectrum presented in this slide show.
Final Year Project Report on Structural Analysis and Design of Multistorey RCC Building for Earthquake Resistant Design as per IS Codes. - Khwopa College of Engineering - IOE, Tribhuvan university - Civil Engineering Final Report - Bachelor Level Project
Finite Element Analysis of Skirt to Dished junction in a Pressure VesselIJMER
International Journal of Modern Engineering Research (IJMER) is Peer reviewed, online Journal. It serves as an international archival forum of scholarly research related to engineering and science education.
International Journal of Modern Engineering Research (IJMER) covers all the fields of engineering and science: Electrical Engineering, Mechanical Engineering, Civil Engineering, Chemical Engineering, Computer Engineering, Agricultural Engineering, Aerospace Engineering, Thermodynamics, Structural Engineering, Control Engineering, Robotics, Mechatronics, Fluid Mechanics, Nanotechnology, Simulators, Web-based Learning, Remote Laboratories, Engineering Design Methods, Education Research, Students' Satisfaction and Motivation, Global Projects, and Assessment…. And many more.
About
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
Technical Specifications
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
Key Features
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface
• Compatible with MAFI CCR system
• Copatiable with IDM8000 CCR
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
Application
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
Vaccine management system project report documentation..pdfKamal Acharya
The Division of Vaccine and Immunization is facing increasing difficulty monitoring vaccines and other commodities distribution once they have been distributed from the national stores. With the introduction of new vaccines, more challenges have been anticipated with this additions posing serious threat to the already over strained vaccine supply chain system in Kenya.
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.
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.
Democratizing Fuzzing at Scale by Abhishek Aryaabh.arya
Presented at NUS: Fuzzing and Software Security Summer School 2024
This keynote talks about the democratization of fuzzing at scale, highlighting the collaboration between open source communities, academia, and industry to advance the field of fuzzing. It delves into the history of fuzzing, the development of scalable fuzzing platforms, and the empowerment of community-driven research. The talk will further discuss recent advancements leveraging AI/ML and offer insights into the future evolution of the fuzzing landscape.
Student information management system project report ii.pdfKamal Acharya
Our project explains about the student management. This project mainly explains the various actions related to student details. This project shows some ease in adding, editing and deleting the student details. It also provides a less time consuming process for viewing, adding, editing and deleting the marks of the students.
Welcome to WIPAC Monthly the magazine brought to you by the LinkedIn Group Water Industry Process Automation & Control.
In this month's edition, along with this month's industry news to celebrate the 13 years since the group was created we have articles including
A case study of the used of Advanced Process Control at the Wastewater Treatment works at Lleida in Spain
A look back on an article on smart wastewater networks in order to see how the industry has measured up in the interim around the adoption of Digital Transformation in the Water Industry.
Courier management system project report.pdfKamal Acharya
It is now-a-days very important for the people to send or receive articles like imported furniture, electronic items, gifts, business goods and the like. People depend vastly on different transport systems which mostly use the manual way of receiving and delivering the articles. There is no way to track the articles till they are received and there is no way to let the customer know what happened in transit, once he booked some articles. In such a situation, we need a system which completely computerizes the cargo activities including time to time tracking of the articles sent. This need is fulfilled by Courier Management System software which is online software for the cargo management people that enables them to receive the goods from a source and send them to a required destination and track their status from time to time.
TECHNICAL TRAINING MANUAL GENERAL FAMILIARIZATION COURSEDuvanRamosGarzon1
AIRCRAFT GENERAL
The Single Aisle is the most advanced family aircraft in service today, with fly-by-wire flight controls.
The A318, A319, A320 and A321 are twin-engine subsonic medium range aircraft.
The family offers a choice of engines
3. LOCATION
AT THE HEART OF AMMAN IN MECCA STREET.
SURROUNDING AREA IS MOSTLY OFFICE TOWERS.
POSITIONED NEAR AN INTERCHANGE.
VERY HIGH ACCESSIBILITY.
4.
5. WHY ETABS AND SAFE ?
DEVELOPED BY CSI (CONSTRUCTION SPECIFICATION INSTITUTE).
THEY WORK COMPATIBLY.
2D/3D MODELLING.
LINEAR/NON-LINEAR ANALYSIS.
SIMULATION OF EARTHQUAKE AND WIND LOAD ON STRUCTURE.
FRIENDLY INTERFACE, EVEN FOR DESIGN OF COMPLICATED STRUCTURES.
6. DEAD LOAD CALCULATION
LOAD NAME VALUE UNIT SOURCE
PARTITION 2 kN/m2 UBC 97 code
TILING (MARBLE) 0.4 kN/m2 2cm * 20 kN/m3
MORTAR (LIGHTWEIGHT
CONCRETE)
0.16 kN/m2 2cm * 8 kN/m3
MECHANICAL AND ELECTRICAL
EQUIPMENT
0.2 kN/m2 UBC 97 code, table
16-B
FALSE CEILING 0.1 kN/m2 UBC 97 code, table
16-B
FIRE SPRINKLERS 1.11 kN/m2 UBC 97 code, table
16-B
TOTAL 3.97 Take as 4
7. OTHER LOADS
FAÇADE LOAD
APPLIED ON THE PERIMETER OF THE STRUCTURE
HAS VALUE OF 1KN/M2. (ASCE7-5 CODE, SECTION 9.8).
SNOW LOAD
MINIMUM SNOW LOADS (0.240 KN/M2) ARE APPLIED.
8. LIVE LOAD REDUCTION
ACCORDING TO UBC 97 PROVISIONS.
TRIBUTARY AREA METHOD.
MINIMUM FACTOR FOR MULTIPLE STORIES IS 0.4.
9. LIVE LOAD (ACCORDING TO IBC 2009)
AREA LOAD UNIT SOURCE
GROUND FLOOR 4 kN/m2 IBC 2009
Code
PARKING FLOORS (1-3) 4 kN/m2 IBC 2009
Code
HEALTH CLUB (1-2) 4 kN/m2 IBC 2009
Code
LEFT TOWER (13 FLOORS HOTEL) 3.2 kN/m2 IBC 2009
Code
RIGHT TOWER (33 FLOORS
OFFICE AREA)
3.6 kN/m2 IBC 2009
Code.
13. EARTHQUAKE LOADS (UBC 97)
TWO LOAD CASES (Qx, Qy).
TYPE ANNOTATION VALUE SOURCE
IMPORTANCE
FACTOR
I 1 TABLE 16-K UBC CODE
OVER-
STRENGTH
FACTOR
R 4.5 TABLE 16-N UBC CODE
TIME PERIOD CT 0.02 PROGRAM CALCULATED
SOIL PROFILE - SC TABLE 16-J UBC CODE
SEISMIC ZONE
FACTOR
Z 0.20 TABLE 16-I UBC CODE
14. LOAD COMBINATION
TWO MANUALLY GENERATED COMBINATIONS.
SHEAR WALL COMBINATIONS AND CONCRETE FRAME COMBINATION ARE
AUTOMATICALLY GENERATED.
Name Load Scale Factor Load Scale Factor Type
Service Load Dead 1.0 Live 1.0 Linear
Ultimate Load Dead 1.4 Live 1.6 Linear
23. INTER-STORY DRIFT CHECK
Drift is the difference in horizontal deflection between the top and bottom
of any storey.
The story drift shall not exceed 2.5% of the story height for structures with
fundamental period less than 0.7 second, for it to be considered safe.
Allowable story drift = 2.5% * 3300mm = 82.5mm .
Load Case Maximum Drift
(mm)
Comparison Safety
Qx 4.185 4.185 < 82.5 Safe
Qy 6.538 6.538 < 82.5 Safe
39. DIAPHRAGMS
EACH SLAB HAS ITS OWN DIAPHRAGM.
DIAPHRAGMS ARE ALL RIGID.
RIGID DIAPHRAGMS HAVE INFINITE IN-PLANE STIFFNESS PROPERTIES.
THEY DON’T EXHIBIT THE ACTUAL IN-PLANE STIFFNESS PROPERTIES AND BEHAVIOUR.
THE ADVANTAGE OF THIS METHOD IS DECREASING THE COMPUTATIONAL TIME.
45. POST TENSION SLAB DESIGN
SLAB DESIGN OUTPUT
TENDON PROFILES.
AMOUNT OF PULLING FORCE FOR EACH TENDON.
NEEDED ELONGATION VALUES FOR EACH TENDON.
DEAD ENDS AND LIVE ENDS.
BILL OF QUANTITY (BOQ) FOR SLAB.
49. COMMUNICATION BETWEEN PROJECT PARTICIPANTS
MANY CONSULTANTS.
A LOT OF WORKERS.
DIFFERENT COMPANIES.
??? HOW TO ARRANGE COMMUNICATION ???
PROLOG IS A WEB BASED SCHEDULER
HELPS IN MANAGING COMMUNICATION
AMONG PROJECT PARTICIPANTS.
50. CONSTRUCTION TENDERING
SELECTION OF CONRTRACTOR
THIS ISN’T THE FINAL DECISION TO SELECT A SPECIFIC BIDDER, BUT IT HELPS TO
SORT OUT AND FOCUS ON BEST POTENTIAL BIDDERS.
EXCLUSIONS:
CRIMINAL RECORDS, IF THE BIDDER HAS ANY. THEN THEY WOULD BE
EXCLUDED FROM THE SELECTION.
BUSINESS FAULTS, A BIDDER WHO HAS THESE CAN CAUSE A RISK FOR THE
PROJECT. THUS, WOULD BE EXCLUDED.
51. CONSTRUCTION TENDERING
SELECTION OF CONRTRACTOR
REQUIREMENTS
TECHNICAL AND PROFESSIONAL QUALIFICATIONS, EXPERIENCE AND
CAPABILITY IS THE MOST IMPORTANT WHEN IT COMES TO LARGE SIZE
PROJECTS.
FINANCIAL AND ECONOMICAL CAPACITY, THIS CAN GUARANTEE THE
PROJECT FEASIBILITY.
52. CONSTRUCTION TENDERING
SELECTION OF CONRTRACTOR
AWARDING CRITERIA
AFTER SELECTING THE BEST AND LIMITING THE BIDDER NUMBERS, IT’S TIME FOR SELECTING THE
BEST OF BEST BY HAVING A DEEPER LOOK ON THE REMAINING BIDDERS, REGARDING THE
CRITERIA’S.
1. PRICE
2. HEALTH AND SAFETY
3. SUSTAINABILITY
4. RESPONSIBLE BUSINESS PRACTICE
5. COMMITMENT TO DELIVERY DATE
53. PROJECT RISK ASSESSMENT
No Risk consequence Likelihood
Brief
Execution
16 Price inflation of construction
materials
High Moderate
17 Late delivery of materials High Moderate
18 Insufficient or late funding High Moderate
19 Late Design changes High Moderate
20 Tight project schedule Very High High
21 Lack of coordination between
project participants
High Moderate
22 Low management and supervision of
construction
Very High Low
23 Machinery or equipment breakdown High Low
24 Insufficient amount of skilled labours High Moderate
RISKS AT EXECUTION STAGE.
54. .
PROJECT RISK ASSESSMENT
QUALITATIVE RISK ASSESSMENT.
SCALED FACTOR MAY BE USED.
MODERATE OVERALL RISK.
55. MEASURES AGAINST DIFFERENT RISKS
no Phase Solution
16 Price inflation of construction
materials
Run a net present value estimation of the project, considering
inflation rates.
17 Late delivery of materials Include penalty clauses in contracts with the subcontractors.
18 Insufficient or late funding Set the project budget apart from and provide at early
stages of the project.
19 Late Design changes Notify the client about the changes in cost and time before
doing and change. Also, account sometime in the scheduling
to encounter any sudden change.
20 Tight project schedule Adopt an efficient project tracking program to maintain
schedule.
21 Lack of coordination between
project participants
Adopt proper software and methods for communication
between project participants.
22 Low management and supervision of
construction
Make a checklist for things that need to be checked up
regularly. Put clear standards and task for project’s
supervision.
23 Machinery or equipment breakdown Have contact with backup machine operators and owners.
And an on-call maintenance team.
24 Insufficient amount of skilled labours Having contact with backup workers in case of having
workers missing. And providing workers training program.
RISK MITIGATION PLAN
56. CONSTRUCTION SAFETY MANAGEMENT
HIGH RISE STRUCTURE BUILDING HAS HIGHER POTENTIAL SAFETY RISKS.
SAFETY OF CONSTRUCTION SITE
1. IMPROVES PRODUCTIVITY
2. KEEPS PROJECT ON SCHEDULE.
WEAK SAFETY PLAN
1. ACCIDENTS CAN CAUSE DELAYING AND FINANCIAL ISSUES
2. THAT CAN LEAD THE PROJECT TO CRISES AND FAILURE.
58. CONSTRUCTION SAFETY RISK ASSESSMENT
QUALITATIVE RISK ASSESSMENT.
RISKS ARE PLACED ACCORDING TO
1. THEIR LIKELIHOOD.
2. IMPACT.
59. CONSTRUCTION SAFETY RISK ASSESSMENT
NUMERIC SCALED QUALITATIVE ASSESSMENT.
VALUES ABOVE 10 ARE PROMOTED TO RED.
VALUES BELOW 10 ARE PROMOTED TO GREEN.
RED RISKS = UNACCPTABLE.
GREEN RISKS = ACCEPTABLE.
ACCEPTING RISKS DOESN’T MEAN IGNORING
.THEM
60. COMPULSORY MEASURES TO BE TAKEN
AGAINST SAFETY RISKS.
USING GUARD RAILS ON EDGES OF BUILDING AND FLOOR OPENINGS.
USING SAFETY NETS TO PREVENT FROM FALLING FROM HEIGHTS.
USE SCAFFOLDING WITH COVERING NETS TO AVOID FALL OF OBJECTS.
PROVIDING ADEQUATE TRAINING AND SUPERVISION FOR WORKERS, TO PREVENT ANY MISTAKES THAT MAY RESULT FROM IGNORANT
OR IRRESPONSIBLE ACTS.
ESTABLISHING EMERGENCY PLANNING PROCEDURES, INCLUDING FIRST AID.
KEEP CONTROL OF SITE ACCESSIBILITY, BY MAKING SPECIFIC GUARDED AND CONTROLLED ENTRANCES AND EXITS, SO ONLY
AUTHORIZED STAFF CAN GET THROUGH THE GATES.
PROVIDING PPE, CLOTHING AND SIGNS, BUT THEY SHALL BE USED AS LAST RESORT AFTER USING EXPLORING ALL THE HAZARD
ELIMINATION METHODS.