Ahmedabad Gandhinagar Metro - MEGA, Ahmedabad. Construction of Helipad Building at V. S. Hospital, Ahmedabad

Size: px
Start display at page:

Download "Ahmedabad Gandhinagar Metro - MEGA, Ahmedabad. Construction of Helipad Building at V. S. Hospital, Ahmedabad"

Transcription

1 Birla Vishvakarma Mahavidyalaya Engineering College, V. V. Nagar A Report on Industrial/Site Visit Ahmedabad Gandhinagar Metro - MEGA, Ahmedabad Construction of Helipad Building at V. S. Hospital, Ahmedabad Organized by: Structural Engineering Department Starting Date & Time: 05/1001/20167, 08:030 am Pick up point: BVM Engineering College, V. V. Nagar Venue & Place of Company: 1. Ahmedabad Gandhinagar Metro - MEGA, Ahmedabad 2. Construction of Helipad Building at V. S. Hospital, Ahmedabad Duration: 1 Day Faculty Members: Prof. B. R. Dalwadi Prof. V. A. Arekar Co-ordinated by: Prof. V. V. Agrawal Total Number of Students: 25 (Students of Elective: DESIGN OF PRESTRESSED CONCRETE STRUCTURES & BRIDGES) A technical tour for a day was organized for the students of civil engineering department by Structure engineering department of our college Birla Vishvakarma Mahavidyalaya under IEI. Students gathered at the college campus at around 8:30 am for registration and total 25 students registered themselves for the visit. We had 4 faculties from structure department along with us.

2 Ahmedabad Gandhinagar Metro - MEGA First of all we went to the Ahmedabad Metro Rail Project site-phase 1 which was in the stretch of 6 km. The construction of the site was under J. Kumar pvt. ltd. The financing was done by state and central government. JICA of Japan has funded it with 4870 crores for the entire stretch of the Metro Link Express For Gandhinagar and Ahmedabad (MEGA) Company Ltd. On the casting yard we first met the planning engineer of the site Devam Patel who was the representative of J. kumar. He gave us the detailed information of the project regarding concrete mix, grade of concrete, design of segment, launching of girders, station details. He also briefed us about the entire process from the manufacturing to the placement of the precast U shaped boxes including its curing. The cement for superstructure and substructure was OPC and PPC respectively. The concrete used was M 50 and M 35 respectively. We observed the lifting of boxes with the heavy cranes of capacity upto 75 tons and the launching process by the launching girders with high safety precision. We also observed the miscellaneous works of parapet and plumbing. They also cleared our doubts pertaining all round works with great zeal. Brief about the Project Ahmedabad Gandhinagar Metro rail project is being promoted with the objective of providing safe, fast and eco-friendly transportation services to the public at affordable rates while simultaneously reducing the congestion on the roads. The metro rail project will promote integration with AMTS, BRTS, Railways and other modes of public transit system. Very responsive State Government and progressive leadership Relatively flat terrain Use of state of the art technology Minimum land acquisition Majority elevated track MEGA is committed to deliver World Class state-of-art technology most cost efficient metro within the shortest time span possible in the country. The proposed metro will have majorly elevated structure, ballast-less tracks, air-conditioned coaches, GPS based rail tracking system, train destination indicators & stations with support infrastructure like automated fare collection, parking facilities, etc. On 4th February 2010, a Special Purpose Vehicle (SPV) namely, Metro-Link Express for Gandhinagar & Ahmedabad (MEGA) Company Ltd. was incorporated by the Government of

3 Gujarat to implement Metro Rail Project under the Companies Act, The company was restructured and with effect from 20th March 2015 the Company has been converted as a 50: 50 SPV of Government of India and Government of Gujarat. Construction of Helipad Building at V. S. Hospital, Ahmedabad Afterwards we moved further towards over second stop-vs hospital. We had our lunch before the introductory session. The project is carried out under Patel Infrastructure Pvt. Ltd. The senior project manager C. C. Patel briefed us about the details. The structure was a steel structure with 2 basements and 17 floors up to height of 78 meters having the facility of air ambulance. The construction is carried out according to the new norms of the government making it an eco- friendly structure. The materials used were AAC blocks with chemical binders. They had installed a sound fire resisting system. In this project, the engineers replaced the conventional building techniques with the new ones. Students had a mesmerizing view of the river from the helipad.

4 Brief about the Project Ahmedabad Municipal Corporation wanted to develop their medical campus in Ellisbridge area and build a multi-speciality hospital catering to current and future needs. Ramboll has been engaged to be the structural consultant for the project and we are working with Archimedes Consultants in designing this facility, which will have 1450-beds across general, speciality and super speciality wards. This multi-storey hospital building will also have accommodation for resident doctors and nursing staff along with auditorium and classrooms for educational and training purposes. The building will have two basements for parking and 16 floors above. There is a helipad at the roof to support the operation of air ambulances as well. Ramboll developed the structural scheme for the basement portion completely with RCC elements (walls, slabs, columns) and proposed the superstructure in structural steel with RCC core walls. This approach was chosen to meet the tight timelines of the project as well as the need to have clear spans up to 11.5m with full flexibility for floor layouts in the future. The building was modelled completely in ETABS and analyzed for all loads cases and combinations. The superstructure was designed with steel columns encased in concrete for fire protection supporting the steel floor framing with composite decks. This reduced the depths of the steel beams allowing for better planning of services and interior facilities in the floor. We developed the tender package and assisted the clients in evaluation and selection of the appropriate contractors for the execution of the concrete basement and the steel superstructure. Sum Glimpse of Site Visit

5

6

Thesis Proposal. Matthew R Peyton

Thesis Proposal. Matthew R Peyton This Document is for 5th year senior thesis in the Architectural Engineering Departments at The Pennsylvania State University. S t r u c t u r a l O p t i o n P r o f e s s o r B e h r H o s p i t a l

More information

MARTA Rapid Transit Bridges

MARTA Rapid Transit Bridges MARTA Rapid Transit Bridges his precast segmental post-tensioned concrete project for the T Metropolitan Atlanta Rapid Transit Authority demonstrates the ability of the segmental technique to economically

More information

Progressive Erection Applied to Box Girder with Strutted Wing Slab

Progressive Erection Applied to Box Girder with Strutted Wing Slab Progressive Erection Applied to Box Girder with Strutted Wing Slab Koji Osada 1, Taketo Kanamoto 1, Kimito Saito 2, Takahiro Arai 2 1 Introduction The Uchimaki Viaduct is a multi-span continuous box girder

More information

PRE-CAST HOUSE CONSTRUCTION

PRE-CAST HOUSE CONSTRUCTION PRE-CAST HOUSE CONSTRUCTION BDA is a Planning and Development Authority Jurisdictional Area is 1370 sq.km. Developed 64 Layouts Distributed 1,40,000 of sites Developed Infrastructure Works like Ring Roads

More information

Syllabus for the Bachelor of Architecture. Programme : B. Arch. Bachelor of Architecture (Semester V & VI )

Syllabus for the Bachelor of Architecture. Programme : B. Arch. Bachelor of Architecture (Semester V & VI ) AC 19-9-2013 Item No. 4.19 UNIVERSITY OF MUMBAI Syllabus for the Bachelor of Architecture Programme : B. Arch. Bachelor of Architecture (Semester V & VI ) (As per Credit Based Semester and Grading System

More information

WARWICK TRIANGLE VIADUCT: OUTBOUND COMMENDATION Technical Excellence category Submitted by the SAICE Durban Branch

WARWICK TRIANGLE VIADUCT: OUTBOUND COMMENDATION Technical Excellence category Submitted by the SAICE Durban Branch Warwick Triangle Viaduct: Outbound INTRODUCTION The Warwick Triangle Precinct in Durban is one of the busiest trading and transport hubs in Africa. Major traffic conflict resulted from the movement of

More information

James W. & Frances G. McGlothlin Medical Education Center Virginia Commonwealth University Richmond, VA

James W. & Frances G. McGlothlin Medical Education Center Virginia Commonwealth University Richmond, VA James W. & Frances G. McGlothlin Medical Education Center Virginia Commonwealth University Richmond, VA October 18, 2013 Professor Linda Hanagan 212 Engineering Unit A University Park, PA 16802 lhanagan@engr.psu.edu

More information

Feasibility of Construction with Hollow-Core Concrete Slabs over R.C.C. Construction: A Case Study

Feasibility of Construction with Hollow-Core Concrete Slabs over R.C.C. Construction: A Case Study Page15 Feasibility of Construction with Hollow-Core Concrete Slabs over R.C.C. Construction: A Case Study Prateek Ghosh, Student, B.E. Final Year, Department of Civil Engineering, BIT Durg. ABSTRACT: After

More information

Extension and Renovation of Canteen Area and Parking Lot

Extension and Renovation of Canteen Area and Parking Lot Extension and Renovation of Canteen Area and Parking Lot Vivek.S 1, Shashank S.K. 2, Abhishek.R 3 1Assistant Professor, Department of Civil engineering, JSS Academy of Technical Education, Karnataka, India

More information

ANALYSIS OF G+15 RCC AND COMPOSITE STRUCTURE HAVING A SOFT STOREY AT GROUND LEVEL BY RESPONSE SPECTRUM AND EQUIVALENT STATIC METHODS USING ETABS 2013

ANALYSIS OF G+15 RCC AND COMPOSITE STRUCTURE HAVING A SOFT STOREY AT GROUND LEVEL BY RESPONSE SPECTRUM AND EQUIVALENT STATIC METHODS USING ETABS 2013 ANALYSIS OF G+15 RCC AND COMPOSITE STRUCTURE HAVING A SOFT STOREY AT GROUND LEVEL BY RESPONSE SPECTRUM AND EQUIVALENT STATIC METHODS USING ETABS 2013 Umesh P. Patil 1, Suryanarayana M 2 1. Associate Professor,

More information

A-One Polar Ltd. Bhulta,Rupgonj,Narayangonj. ( , ) 27th April 2014

A-One Polar Ltd. Bhulta,Rupgonj,Narayangonj. ( , ) 27th April 2014 1 A-One Polar Ltd Bhulta,Rupgonj,Narayangonj. (23.754782,90545710) 27th April 2014 2 Observations Observations Knitting & Garments building Building 1 1 3 4 Observations Roof structure: no roof bracing

More information

Franklin Square Hospital Center Patient Tower

Franklin Square Hospital Center Patient Tower Thomas Weaver Structural Option Franklin Square Hospital Center Patient Tower Baltimore, MD Thomas Weaver Structural Option AE 481W Senior Thesis Consultant: Professor M. Kevin Parfitt 12/14/2009 Page

More information

DESIGN OF CAMPBELL ROAD OVERPASS IN KELOWNA. Yulin Gao, M.A.Sc., P.Eng., SNC-Lavalin Inc. Samson Chan, M.Eng., P. Eng., SNC-Lavalin Inc.

DESIGN OF CAMPBELL ROAD OVERPASS IN KELOWNA. Yulin Gao, M.A.Sc., P.Eng., SNC-Lavalin Inc. Samson Chan, M.Eng., P. Eng., SNC-Lavalin Inc. DESIGN OF CAMPBELL ROAD OVERPASS IN KELOWNA Yulin Gao, M.A.Sc., P.Eng., SNC-Lavalin Inc. Samson Chan, M.Eng., P. Eng., SNC-Lavalin Inc. Paper prepared for presentation at the Bridges in a Climate of Change

More information

Mansfield University Dormitories Mansfield, Pennsylvania

Mansfield University Dormitories Mansfield, Pennsylvania Mansfield University Dormitories Mansfield, Pennsylvania Michael Mahoney Construction Option Senior Thesis Presentation 2013 The Pennsylvania State University II. III. IV. Modular Setting Precision Project

More information

Conceptual Design Report

Conceptual Design Report Conceptual Design Report I-244/Arkansas River Multimodal Bridge Tulsa, Oklahoma Prepared for the Oklahoma Department of Transportation Prepared by: August 2009 I-244 / ARKANSAS RIVER MULTIMODAL BRIDGE

More information

Technical Report #2. Matthew R Peyton

Technical Report #2. Matthew R Peyton Technical Report #2 This Document is Technical Report #2 for 5th year senior thesis in the Architectural Engineering Departments at The Pennsylvania State University. This Report is to prepare a study

More information

Effect of Spacing of Grid Beam and its Depth on Peripheral beams in Grid Floor Frame

Effect of Spacing of Grid Beam and its Depth on Peripheral beams in Grid Floor Frame Effect of Spacing of Grid Beam and its Depth on Peripheral beams in Grid Floor Frame Prof. Dr. S. A. Halkude Department of Civil Engineering, Walchand Institute of Technology. Solapur, India S. V. Mahamuni

More information

Analysis and Design of Pre-stressed Concrete I-Girder Bridge

Analysis and Design of Pre-stressed Concrete I-Girder Bridge Analysis and Design of Pre-stressed Concrete I-Girder Bridge Shubham Landge 1, Umesh Bhagat 2, Shubham Bhaisare 3, Ved Prakash 4, Dr. I. P. Khedikar 5 1234U.G. students, Civil Dept. G. H. Raisoni College

More information

Measuring Technology during Reconstruction of Prestressed Gagarin Bridge

Measuring Technology during Reconstruction of Prestressed Gagarin Bridge 229 Measuring Technology during Reconstruction of Prestressed Gagarin Bridge Bureš, J. 1, Klusá ek,. 2, Ne as, R. 2 and Švábenský, O. 1 1 Brno University of Technology, Faculty of Civil Engineering, Institute

More information

Grade Separation Systems. Single-Span Rail Bridge Construction Procedure. An innovation from art engineering inc.

Grade Separation Systems. Single-Span Rail Bridge Construction Procedure. An innovation from art engineering inc. Grade Separation Systems Single-Span Rail Bridge Construction Procedure An innovation from art engineering inc. GSS Single-Span Example Shown: An existing railroad grade crossing. Existing railroad Existing

More information

FDA OC/ORA Office Building

FDA OC/ORA Office Building FDA OC/ORA Office Building Table of Contents Executive Summary... 3 Introduction... 4 Structural System... 5 Foundation:... 5 Floor System:... 7 Building 31:... 7 Building 32:... 9 Columns... 10 Lateral

More information

Metro Link Express for Gandhinagar and Ahmedabad (MEGA) Company Limited (50:50 SPV of GOI and GOG)

Metro Link Express for Gandhinagar and Ahmedabad (MEGA) Company Limited (50:50 SPV of GOI and GOG) No. MEGA/HR/RECT/TECH/6-2017/01 Date: 21 st June, 2017 RECRUITMENT NOTIFICATION FOR APPOINTMENT ON CONTRACT BASIS Metro Link Express for Gandhinagar and Ahmedabad (MEGA) Co. Limited, a 50:50 Special Purpose

More information

Temecula Medical Center Temecula, CA

Temecula Medical Center Temecula, CA Temecula Medical Center Temecula, CA Technical Assignment #2 Sean F. Beville The Pennsylvania State University Architectural Engineering Structural Option Senior Thesis Project Student Advisor: Thomas

More information

Kaleida Health Global Heart and Vascular Institute University at Buffalo CTRC/Incubator. Buffalo, New York. Revised Thesis Proposal

Kaleida Health Global Heart and Vascular Institute University at Buffalo CTRC/Incubator. Buffalo, New York. Revised Thesis Proposal University at Buffalo CTRC/Incubator Buffalo, New York Revised William McDevitt January 14, 2011 Table of Contents Executive Summary...2 Introduction...3 Structural System Overview...4 Foundation...4 Floor

More information

90% Design Submittal Structural Calculations Parking Garage CDRL

90% Design Submittal Structural Calculations Parking Garage CDRL NORTH METRO RAIL LINE PROJECT Thornton Crossroads at 104 th Avenue Station 90% Design Submittal Structural Calculations Parking Garage CDRL 03-037.11.06 June 2, 2017 Prepared by: Regional Rail Partners

More information

CBM Engineers India COMPANY PROFILE. Structural Engineering Firm established in 1975 in Houston, Texas - USA Services Offered:

CBM Engineers India COMPANY PROFILE. Structural Engineering Firm established in 1975 in Houston, Texas - USA Services Offered: 1 COMPANY PROFILE Structural Engineering Firm established in 1975 in Houston, Texas - USA Services Offered: Full Design Built Value Engineering Peer Review Construction Administration Office Locations:

More information

International Journal of Advance Engineering and Research Development

International Journal of Advance Engineering and Research Development Scientific Journal of Impact Factor (SJIF): 4.72 International Journal of Advance Engineering and Research Development Volume 4, Issue 1, January -2017 e-issn (O): 2348-4470 p-issn (P): 2348-6406 PARAMETRIC

More information

Innovation Construction CIC: B2B Event on MiC

Innovation Construction CIC: B2B Event on MiC Innovation Construction CIC: B2B Event on MiC Presented by Dragages Hong Kong Limited / Dragages Singapore Pte. Limited 06 November 2018 Dragages Hong Kong Introduction ABIGAIL TAM Business Development

More information

Imaging Research Building

Imaging Research Building University of North Carolina s Imaging Research Building Thesis Proposal, LEED AP Structural Option Consultant- Dr. Thomas Boothby January 15, 2010 Table of Contents Executive Summary... 3 Architectural

More information

DELHI METRO RAIL CORPORATION LTD. Contract No: - AMCC-02

DELHI METRO RAIL CORPORATION LTD. Contract No: - AMCC-02 DELHI METRO RAIL CORPORATION LTD. Contract No: - AMCC-02 Contract: AMCC-02: Part design and construction of elevated viaduct (chainage km 1.338 1.458 to km 6.577 6.546) and five elevated stations viz.,

More information

Construction of the Nhat Tan Bridge (Vietnam-Japan Friendship Bridge)

Construction of the Nhat Tan Bridge (Vietnam-Japan Friendship Bridge) Construction of the Nhat Tan Bridge (Vietnam-Japan Friendship Bridge) Chodai Co., Ltd., Nippon Engineering Consultants Co., Ltd., IHI Infrastructure Systems Co,. Ltd., and Sumitomo Mitsui Construction

More information

Get In, Get Out, Stay Out!

Get In, Get Out, Stay Out! Get In, Get Out, Stay Out! FHWA Accelerated Bridge Construction Program By Gary Jakovich, P.E. Senior Bridge Engineer, FHWA Virginia Concrete Conference Richmond, VA March 6-7, 2007 Federal Highway Administration

More information

ESTABLISHING A SOLID FOUNDATION FOR NEW BRIDGE CONSTRUCTION REPLACEMENT OF BRIDGE OVER THE SOUTH CANADIAN RIVER NEAR PURCELL, OKLAHOMA

ESTABLISHING A SOLID FOUNDATION FOR NEW BRIDGE CONSTRUCTION REPLACEMENT OF BRIDGE OVER THE SOUTH CANADIAN RIVER NEAR PURCELL, OKLAHOMA ESTABLISHING A SOLID FOUNDATION FOR NEW BRIDGE CONSTRUCTION REPLACEMENT OF BRIDGE 412.1 OVER THE SOUTH CANADIAN RIVER NEAR PURCELL, OKLAHOMA BURLINGTON NORTHERN AND SANTA FE RAILWAY By: John W. Hronek

More information

Lattice Plate Flooring

Lattice Plate Flooring Lattice Plate Flooring Introduction Pekso Precast manufacturers and supplies a range of precast concrete structural building products ranging from foundations and flooring systems that includes Lattice

More information

Technical Report #1. Matthew R Peyton

Technical Report #1. Matthew R Peyton Technical Report #1 This Document is Technical Report #1 for 5th year senior thesis in the Architectural Engineering Departments at The Pennsylvania State University. This Report will include structural

More information

INTERNSHIP REPORT GOUTHAM.J

INTERNSHIP REPORT GOUTHAM.J INTERNSHIP REPORT GOUTHAM.J M.E Structural Engineering SNS College of Technology, Coimbatore Mail : tcegoutham@gmail.com TEEMAGE PRECAST IN College Road, 1st Cross Street, Tirupur 641602. TamilNadu, India.

More information

COMPLICATIONS IN CONSTRUCTION OF METROS IN URBAN AREAS A CASE STUDY OF HYDERABAD METRO. C.Sankarlingam Vice President L & T Ltd.

COMPLICATIONS IN CONSTRUCTION OF METROS IN URBAN AREAS A CASE STUDY OF HYDERABAD METRO. C.Sankarlingam Vice President L & T Ltd. COMPLICATIONS IN CONSTRUCTION OF METROS IN URBAN AREAS A CASE STUDY OF HYDERABAD METRO 2 0 1 7 C.Sankarlingam Vice President L & T Ltd. Abstract Project Brief: Hyderabad is located in the state of Telangana

More information

Structural Technical Report 1 Structural Concepts / Structural Existing Conditions Report

Structural Technical Report 1 Structural Concepts / Structural Existing Conditions Report Michael A. Troxell Structural Option Advisor: Professor Parfitt College of Business Administration Oct. 5, 2005 Structural Technical Report 1 Structural Concepts / Structural Existing Conditions Report

More information

GMS Composite Ltd. Shardagonj, Kashimpur,Gazipur,Bangladesh ( , ) 22 March 2014

GMS Composite Ltd. Shardagonj, Kashimpur,Gazipur,Bangladesh ( , ) 22 March 2014 GMS Composite Ltd. Shardagonj, Kashimpur,Gazipur,Bangladesh (23.968661, 90.296963) 22 March 2014 1 2 Observations 3 Highly stressed columns Cursory calculations indicate that the working stresses of columns

More information

CONSTRUCTION STAGE ANALYSIS OF SEGMENTAL CANTILEVER BRIDGE

CONSTRUCTION STAGE ANALYSIS OF SEGMENTAL CANTILEVER BRIDGE International Journal of Civil Engineering and Technology (IJCIET) Volume 8, Issue 2, February 2017, pp. 373 382 Article ID: IJCIET_08_02_040 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=8&itype=2

More information

Thesis Proposal. Student Health Center Penn State University. Prepared By: Jacob Brambley (Structural Option) Prepared For: Dr.

Thesis Proposal. Student Health Center Penn State University. Prepared By: Jacob Brambley (Structural Option) Prepared For: Dr. Thesis Proposal Penn State University Prepared By: Jacob Brambley () Prepared For: Table of Contents Executive Summary..3 Introduction 4 Structural Systems. 5 Foundation....5 Floor System/Beams...5 Columns...6

More information

DETAILED ANALYSIS AND DESIGN OF SLAB-WALL SYSTEM AND COLUMN-BEAM SYSTEM IN CONCRETE BUILDING

DETAILED ANALYSIS AND DESIGN OF SLAB-WALL SYSTEM AND COLUMN-BEAM SYSTEM IN CONCRETE BUILDING DETAILED ANALYSIS AND DESIGN OF SLAB-WALL SYSTEM AND COLUMN-BEAM SYSTEM IN CONCRETE BUILDING P VENKATA SARAT 1*, CH SURENDRA REDDY 2* 1. II.M.Tech, Dept of CIVIL ENGG, JOGAIAH INSTITUTE OF TECHNOLOGY &

More information

7. Draw an equipment set up for the production of a beam by post tensioning. 10. What are the common concrete structures which are produced by

7. Draw an equipment set up for the production of a beam by post tensioning. 10. What are the common concrete structures which are produced by Construction Technology B (CON4313) Self Assessment Questions: Chapter 1 Prestressed Concrete 1. How does the prestressing of steel tendons in prestressed concrete offer a higher loading capacity than

More information

The New Incremental Launching Construction Technology of Jiubao Bridge Long-span Hybrid Arch-girder Structure

The New Incremental Launching Construction Technology of Jiubao Bridge Long-span Hybrid Arch-girder Structure The New Incremental Launching Construction Technology of Jiubao Bridge Long-span Hybrid Arch-girder Structure C.Y. Shao Shanghai Municipal Engineering Design & Research General Institute (Group) Co. Ltd.,

More information

TOTAL PRECAST SOLUTIONS

TOTAL PRECAST SOLUTIONS TOTAL PRECAST SOLUTIONS SPANCRETE GLOBAL SERVICES GLOBAL HEADQUARTERS, USA SPANCRETE. DECADES OF DEDICATION. When Henry Nagy began the company that became Spancrete in 1946, he focused on his customers

More information

Displayed with permission The American Surveyor October Copyright 2008 Cheves Media

Displayed with permission The American Surveyor October Copyright 2008 Cheves Media trains vancouver for olympic games precision alignment aids expanded transit system >> By Vicki Speed Launching girders, positioned well above the busy highways below, are set to begin construction of

More information

Office Building-G. Thesis Proposal. Carl Hubben. Structural Option. Advisor: Dr. Ali Memari

Office Building-G. Thesis Proposal. Carl Hubben. Structural Option. Advisor: Dr. Ali Memari Office Building-G Thesis Proposal Structural Option December 10, 2010 Table of Contents Executive Summary... 3 Introduction... 4 Gravity System...4 Lateral System:...6 Foundation System:...6 Problem Statement...

More information

TYPICAL BEARING WALL FRAMING Joints in plates must be offset by 24 min.

TYPICAL BEARING WALL FRAMING Joints in plates must be offset by 24 min. FRAMING TIPS City of Grand Rapids Building Safety Division 218-326-7601 www.grandrapidsmn.org This handout is intended only as a guide and is based in part on the 2007 Minnesota State Building Code, Grand

More information

Comparative study of EVM and Fuzzy EVM Methods for Risk Analysis of Infrastructure Transportation Project

Comparative study of EVM and Fuzzy EVM Methods for Risk Analysis of Infrastructure Transportation Project Comparative study of and Fuzzy Methods for Analysis of Infrastructure Transportation Project Manvinder Singh 1, Debasis Sarkar 2, HB Raghavendra 3 1 Ph.D.Scholar, PDPU, Gandhinagar 2 Associate Prof. &

More information

Brent Ellmann Structural Option 200 Minuteman Park, Andover, MA Structural Consultant: Dr. Hanagan

Brent Ellmann Structural Option 200 Minuteman Park, Andover, MA Structural Consultant: Dr. Hanagan Executive Summary: 200 Minuteman Park currently stands as a three story commercial building. The original design was limited to three stories by an industrial zoning law in Andover, Massachusetts. If this

More information

New Main Hospital, Site Park, and Underground Garage Construction Progress Update #16

New Main Hospital, Site Park, and Underground Garage Construction Progress Update #16 New Main Hospital, Site Park, and Underground Garage Construction Progress Update #16 Date: March 1, 2010 From: Gary Claar Engineering Services 355-1660 Gary.Claar@NationwideChildrens.org More and more

More information

New Pumarejo Bridge over the river Magdalena in Barranquilla. Colombia.

New Pumarejo Bridge over the river Magdalena in Barranquilla. Colombia. New Pumarejo Bridge over the river Magdalena in Barranquilla. Colombia. J. Manterola S. Fernández S. Fuente J. Muñoz-Rojas J. A. Navarro ABSTRACT The overall length of the new bridge over the River Magdalena

More information

AASHTOWare BrD 6.8. BrR and BrD Tutorial. PS7-3 Stem PS Bridge Example

AASHTOWare BrD 6.8. BrR and BrD Tutorial. PS7-3 Stem PS Bridge Example AASHTOWare BrD 6.8 BrR and BrD Tutorial PS7-3 Stem PS Bridge Example BrR and BrD Training PS7 3 Stem PS Bridge Example From the Bridge Explorer create a new bridge and enter the following description data.

More information

COURTYARD INFILL STRUCTURE DESIGN

COURTYARD INFILL STRUCTURE DESIGN COURTYARD INFILL STRUCTURE DESIGN Executive Summary The existing design for the courtyard within the G wing is for a cast-in-place concrete structure. The design being proposed within this analysis is

More information

Taking It to the Limit BY JOHN ROACH, PE, AND JOHN BOEKELMAN, SE, PE, RA CannonDesign

Taking It to the Limit BY JOHN ROACH, PE, AND JOHN BOEKELMAN, SE, PE, RA CannonDesign A Pennsylvania healthcare facility needed additional clinical space in a tight urban center. So it expanded the only way it could: up. Taking It to the Limit BY JOHN ROACH, PE, AND JOHN BOEKELMAN, SE,

More information

COMPARATIVE STUDIES OF CONSTRUCTION TECHNIQUES (CONVENTIONAL TECHNIQUE VS ALUMINIUM FORMWORK TECHNIQUES)

COMPARATIVE STUDIES OF CONSTRUCTION TECHNIQUES (CONVENTIONAL TECHNIQUE VS ALUMINIUM FORMWORK TECHNIQUES) COMPARATIVE STUDIES OF CONSTRUCTION TECHNIQUES (CONVENTIONAL TECHNIQUE VS ALUMINIUM FORMWORK TECHNIQUES) 1 NINJAL M PAREKH, 2 BHUPENDRA M MARVADI, 3 UMANG PATEL 1 Student, M.E. Infrastructure Engineering,

More information

EGCE 406: Bridge Design

EGCE 406: Bridge Design EGCE 406: Bridge Design Design of Slab for Praveen Chompreda Mahidol University First Semester, 2006 Bridge Superstructure Outline Components of bridge Superstructure Types Materials Design of RC Deck

More information

SINGLE STEEL BOX GIRDER BRIDGES FOR THE TERMINAL DEVELOPMENT PROJECT AT TORONTO PEARSON INTERNATIONAL AIRPORT. Srdjan Brasic, M.Sc., P.Eng.

SINGLE STEEL BOX GIRDER BRIDGES FOR THE TERMINAL DEVELOPMENT PROJECT AT TORONTO PEARSON INTERNATIONAL AIRPORT. Srdjan Brasic, M.Sc., P.Eng. SINGLE STEEL BOX GIRDER BRIDGES FOR THE TERMINAL DEVELOPMENT PROJECT AT TORONTO PEARSON INTERNATIONAL AIRPORT Srdjan Brasic, M.Sc., P.Eng. UMA Engineering Ltd. Paper prepared for presentation at the Technical

More information

Site visit report. B.G.Shirke Team Navi Mumbai

Site visit report. B.G.Shirke Team Navi Mumbai Site visit report A technical site visit to precast manufacturing plant to understand the process of precast columns, beams, staircase, lintels, slabs & girders. Date: - Saturday, 24 th march 2018. Time:

More information

Analysis and Design of Flat Slabs in Commercial Building by using ETABS Software

Analysis and Design of Flat Slabs in Commercial Building by using ETABS Software Analysis and Design of Flat Slabs in Commercial Building by using ETABS Software Khwaja Moinuddin Khan 1, M. Jeelani 2 1B.Tech Department of Civil Engineering, Dhanekula Institute of Engineering Technology

More information

Introduction.» Demolition Concepts» Concept Design» Final Design» Construction» Health Monitoring

Introduction.» Demolition Concepts» Concept Design» Final Design» Construction» Health Monitoring Location of Project Introduction» Demolition Concepts» Concept Design» Final Design» Construction» Health Monitoring Existing Bridge» Built in 1928» 255-foot Open Spandrel Concrete Arch Bridge» 24-foot

More information

CHAPTER 7 STRUCTURAL SYSTEMS

CHAPTER 7 STRUCTURAL SYSTEMS BTB.Senior.Ch07 11/25/03 8:42 AM Page 163 CHAPTER 7 STRUCTURAL SYSTEMS Senior housing and care facilities have used virtually every structural system normally employed in relatively simple structures:

More information

Principal Bridge Engineer Middle East & India Atkins Abu Dhabi, UAE

Principal Bridge Engineer Middle East & India Atkins Abu Dhabi, UAE Design of continuity slabs and the 020 Gajanan Chaudhari Principal Bridge Engineer Middle East & India Atkins Abu Dhabi, UAE Anand Panpate Senior Bridge Engineer Middle East & India Atkins Abu Dhabi, UAE

More information

Structural Comparison between Pan Joist Concrete and Steel Frame Systems for UMCP Student Housing Building B

Structural Comparison between Pan Joist Concrete and Steel Frame Systems for UMCP Student Housing Building B Structural Comparison between Pan Joist Concrete and Steel Frame Systems for UMCP Student Housing Executive Summary The proposed thesis will include an investigation of two different alternative structural

More information

USING 3 D LASER SCANS TO DEFINE PT LOCATIONS FOR TENANTS. By FLORIAN AALAMI. Authorized reprint from: December 2018 issue of the PTI Journal

USING 3 D LASER SCANS TO DEFINE PT LOCATIONS FOR TENANTS. By FLORIAN AALAMI. Authorized reprint from: December 2018 issue of the PTI Journal PTI Journal Technical Session Paper USING 3 D LASER SCANS TO DEFINE PT LOCATIONS FOR TENANTS By FLORIAN AALAMI Authorized reprint from: December 2018 issue of the PTI Journal Copyrighted 2018, Post Tensioning

More information

ECHO FLOORS (PTY) LTD HOLLOW-CORE CONCRETE FLOORING A NAME TRULY CAST IN CONCRETE

ECHO FLOORS (PTY) LTD HOLLOW-CORE CONCRETE FLOORING A NAME TRULY CAST IN CONCRETE ECHO FLOORS (PTY) LTD HOLLOW-CORE CONCRETE FLOORING A NAME TRULY CAST IN CONCRETE Introduction to Echo Floors The oldest company in the group, established in Gauteng in 1982. The core business is the manufacture

More information

UNIT V PART A

UNIT V PART A 1. Why concrete bridges are used? [N/D 14] UNIT V PART A a. Reinforced concrete and prestressed concrete have been found most suited for the construction of high way bridges the former for small and medium

More information

KANSAS. Crossover. The Kansas Department of Transportation finds a new solution for stream crossings.

KANSAS. Crossover. The Kansas Department of Transportation finds a new solution for stream crossings. The Kansas Department of Transportation finds a new solution for stream crossings. KANSAS Crossover BY TIM LEAF, P.E., AND SCOTT UHL, P.E. JUST WEST OF TOPEKA, KAN., where Highway K-4 crosses Blacksmith

More information

# 150

# 150 COURSE NAME COURSE CODE : Civil Engineering Group : CE/CR/CV/CS SEMESTER/YEAR : Fifth for CE/CS/CR and Sixth for CV SUBJECT TITLE SUBJECT CODE : : Estimating and Costing Teaching and Examination Scheme:

More information

Installation of Multiple Deck-Girder Bridge Spans Utilizing A Rail-Mounted Launching Truss/Gantry Crane on Amtrak s Empire Line

Installation of Multiple Deck-Girder Bridge Spans Utilizing A Rail-Mounted Launching Truss/Gantry Crane on Amtrak s Empire Line Installation of Multiple Deck-Girder Bridge Spans Utilizing A Rail-Mounted Launching Truss/Gantry Crane on Amtrak s Empire Line Paul DelSignore, PE Senior Director Structures, Amtrak Joshua Kessler Senior

More information

STEEL INSIGHT #10 KEY FRAME COST DRIVERS

STEEL INSIGHT #10 KEY FRAME COST DRIVERS STEEL INSIGHT #10 KEY FRAME COST DRIVERS steel insight MAy 2014 steel insight Key frame cost drivers The latest article in the series focuses on the key cost drivers that have to be identified at the elemental

More information

Comparison of Seismic Performance of Solid and Hollow Reinforced Concrete members in RCC framed Building using ETABS Software

Comparison of Seismic Performance of Solid and Hollow Reinforced Concrete members in RCC framed Building using ETABS Software Comparison of Seismic Performance of Solid and Hollow Reinforced Concrete members in RCC framed Building using ETABS Software Abhay B.Tech, Deptt. of Civil Engineering J.N.G.E.C. Sundernagar, India E-mail:

More information

Schematic Design in Revit Structure: Leveraging the Value of BIM for Early Design Decisions

Schematic Design in Revit Structure: Leveraging the Value of BIM for Early Design Decisions Schematic Design in Revit Structure: Leveraging the Value of BIM for Early Design Decisions David J. Odeh, PE, SECB Principal, Odeh Engineers, Inc Class Summary In this class we will explore ways to use

More information

Southern Cross Hospitals Ltd Endoscopy Consultants PRESSS Building

Southern Cross Hospitals Ltd Endoscopy Consultants PRESSS Building ENG.HAV.0001.1 Southern Cross Hospitals Ltd Endoscopy Consultants PRESSS Building Gary Haverland BE (Civil)(Hons) Director / Senior Engineer Structex, Christchurch ENG.HAV.0001.2 ENG.HAV.0001.3 ENG.HAV.0001.4

More information

TYPICAL BEARING WALL FRAMING

TYPICAL BEARING WALL FRAMING BASIC WOOD FRAMING City of Grand Rapids Building Safety Division 218-326-7601 www.grandrapidsmn.org This handout is intended only as a guide and is based in part on the 2007 Minnesota State Building Code,

More information

THESIS PROPOSAL. Aubert Ndjolba Structural Option PENN COLLEGE OF TECHNOLOGY. Faculty advisor: Dr. Boothby. Date: 01/13/12

THESIS PROPOSAL. Aubert Ndjolba Structural Option PENN COLLEGE OF TECHNOLOGY. Faculty advisor: Dr. Boothby. Date: 01/13/12 THESIS PROPOSAL Aubert Ndjolba Structural Option PENN COLLEGE OF TECHNOLOGY Faculty advisor: Dr. Boothby Date: 01/13/12 Table of Contents: Executive Summary.3 Building Introduction.....4 Existing System

More information

Structural Technical Report 1 Structural Concepts / Existing Conditions

Structural Technical Report 1 Structural Concepts / Existing Conditions Chris Shelow Structural Advisor: M. Kevin Parfitt Koshland Integrated Natural Science Center 10/05/05 AE 481W Structural Technical Report 1 Structural Concepts / Existing Conditions Executive Summary The

More information

RAPID STRUCTURAL ASSESSMENT REPORT

RAPID STRUCTURAL ASSESSMENT REPORT Structure Type: SUPERSTRUCTURE Work Order: 5540 Facility Name: Pier 68 Warehouse FIN: 1680036 Building- Bldg. # 36 Asset Number: 1680-BLDG36 Facility Code: 3490 Asset Activity: STRUCTURE TWO YR Port Engineer:

More information

(Old examination format for reference only)

(Old examination format for reference only) The Institution of Structural Engineers Associate-Membership Examination 11 APRIL 2003 INSTRUCTIONS TO CANDIDATE 1. The examination comprises two sessions separated by a lunch break of 1 2 hour, during

More information

A Study on Seismic Analysis of High Rise Irregular Floor Plan Building with Different Position of Shear Walls

A Study on Seismic Analysis of High Rise Irregular Floor Plan Building with Different Position of Shear Walls International Journal of Engineering and Advanced Technology (IJEAT) ISSN: 2249 8958, Volume-6 Issue-6, August 2017 A Study on Seismic Analysis of High Rise Irregular Floor Plan Building with Different

More information

Coleg y Cymoedd New Aberdare Campus

Coleg y Cymoedd New Aberdare Campus Coleg y Cymoedd New Aberdare Campus Coleg y Cymoedd Introduction Gordon Brown - Director - CEW Introduction to the Project Paul Davies - Executive Director of Resources - Coleg y Cymoedd Project & Site

More information

Proposal. PricewaterhouseCoopers Oslo, Norway

Proposal. PricewaterhouseCoopers Oslo, Norway Proposal James Wilson Structural Option AE 481W Senior Thesis The Pennsylvania State University Faculty Consultant: Professor M. Kevin Parfitt Table of Contents Executive Summary...2 1. Existing Conditions...3

More information

The Hashemite University Department of Civil Engineering. Dr. Hazim Dwairi. Dr. Hazim Dwairi 1

The Hashemite University Department of Civil Engineering. Dr. Hazim Dwairi. Dr. Hazim Dwairi 1 Department of Civil Engineering Lecture 2.1 Methods of Prestressing Advantages of Prestressing Section remains uncracked under service loads Reduction of steel corrosion (increase durability) Full section

More information

PAN PAC PULPMILL TREATMENT TANK

PAN PAC PULPMILL TREATMENT TANK PAN PAC PULPMILL TREATMENT TANK B. PENG 1, M. ROMANES 2, P. GABY 1 1 Holmes Consulting Group 2 Concrete Structures (NZ) Ltd ABSTRACT The recently completed MBBR and AS tank is part of a multi-million dollar

More information

Civil Engineering Construction I (CBE5031)

Civil Engineering Construction I (CBE5031) Civil Engineering Construction I (CBE5031) Precast Concrete 1 Definition of Precast Concrete Precasting means casting a concrete member at a place other than where it will be used and then moving it to

More information

PARTIAL-DEPTH PRECAST DECK PANEL DESIGN AND CONSTRUCTION IN TEXAS

PARTIAL-DEPTH PRECAST DECK PANEL DESIGN AND CONSTRUCTION IN TEXAS PARTIAL-DEPTH PRECAST DECK PANEL DESIGN AND CONSTRUCTION IN TEXAS Gregg Freeby, P.E., Leon Flournoy, P.E. & Sara Watts, E.I.T TxDOT Bridge Division Prefabricated Elements TxDOT s primary technique for

More information

SPECIFICATIONS FOR INSTALLATION OF PRECAST PRESTRESSED CONCRETE DECK PANELS

SPECIFICATIONS FOR INSTALLATION OF PRECAST PRESTRESSED CONCRETE DECK PANELS SPECIFICATIONS FOR INSTALLATION OF PRECAST PRESTRESSED CONCRETE DECK PANELS 1.0 DESCRIPTION The Work shall consist of:.1 Transportation, unloading, erection and grouting of precast prestressed concrete

More information

Possible solution to past CM examination question. Question 3 - April Footbridge over a waterfall. by Saprava Bhattacharya

Possible solution to past CM examination question. Question 3 - April Footbridge over a waterfall. by Saprava Bhattacharya Possible solution to past CM examination question Question 3 - April 2013 Footbridge over a waterfall by Saprava Bhattacharya The information provided should be seen as an interpretation of the brief and

More information

STANDARDIZED CONCRETE BRIDGES IN TEXAS. John Holt, PE, Texas Department of Transportation Ronald Medlock, PE, Texas Department of Transportation

STANDARDIZED CONCRETE BRIDGES IN TEXAS. John Holt, PE, Texas Department of Transportation Ronald Medlock, PE, Texas Department of Transportation STANDARDIZED CONCRETE BRIDGES IN TEXAS John Holt, PE, Texas Department of Transportation Ronald Medlock, PE, Texas Department of Transportation ABSTRACT Standardized concrete bridge plans are used extensively

More information

PAGE 2-3 VILLAGE BELLE HOTEL & APARTMENTS PAGE 4-5 GARDEN STATE HOTEL PAGE 6 MUNICH BRAUHAUS PAGE 7 TERMINAL 2 MELBOURNE AIRPORT

PAGE 2-3 VILLAGE BELLE HOTEL & APARTMENTS PAGE 4-5 GARDEN STATE HOTEL PAGE 6 MUNICH BRAUHAUS PAGE 7 TERMINAL 2 MELBOURNE AIRPORT SELECTED WORK PAGE - VILLAGE BELLE HOTEL & APARTMENTS PAGE - GARDEN STATE HOTEL PAGE 6 MUNICH BRAUHAUS PAGE 7 TERMINAL MELBOURNE AIRPORT PAGE ROYAL SAXON HOTEL PAGE THE VILLAGE BELLE Area m² Budget $,000,000

More information

Construction of the Superstructure of Major Sea Crossings

Construction of the Superstructure of Major Sea Crossings Construction of the Superstructure of Major Sea Crossings Matt Carter Associate Director 2 nd International Seminar on Design & Construction of Second Penang Bridge 2 Second Penang Bridge Donghai Bridge

More information

VIADUCTS BY PUSHING: INCREMENTALLY LAUNCHED BRIDGES

VIADUCTS BY PUSHING: INCREMENTALLY LAUNCHED BRIDGES Istanbul Bridge Conference August 11-13, 2014 Istanbul, Turkey VIADUCTS BY PUSHING: INCREMENTALLY LAUNCHED BRIDGES J. E. Erdoğan 1 and Ö. Özkul 2 ABSTRACT Despite its widespread use around the world, constructing

More information

List of contributors

List of contributors List of contributors Preface What does 'sustainable construction' mean? An overview p. 1 Introduction p. 1 The influence of the building sector p. 3 Can we afford sustainability? p. 6 How can we achieve

More information

RESILIENT INFRASTRUCTURE June 1 4, 2016

RESILIENT INFRASTRUCTURE June 1 4, 2016 RESILIENT INFRASTRUCTURE June 1 4, 2016 WESTMINSTER DRIVE UNDERPASS ACCELERATED BRIDGE CONSTRUCTION USING GIGO (GET IN-GET OUT) BRIDGE CONCEPT Mark D Andrea, M.Sc., P.Eng. Stantec Consulting Ltd., Canada

More information

Hollowcore. Roof & Floor Systems. Roof & Floor Systems. Commercial Applications

Hollowcore. Roof & Floor Systems. Roof & Floor Systems. Commercial Applications Hollowcore Roof & Floor Systems Roof & Floor Systems Two Rivers Senior Housing Precast columns Precast Inverted Tee Beams Commercial Applications Hollowcore Roof & Floor Systems Wilmar Wastewater Treatment

More information

Madhya Pradesh Metro Rail Co Ltd. (MPMRCL)

Madhya Pradesh Metro Rail Co Ltd. (MPMRCL) Madhya Pradesh Metro Rail Co Ltd. (MPMRCL) (A Government of Madhya Pradesh Undertaking) CIN: U75100MP2015SGC034434 Palika Bhawan, Near 6 No. Bus Stop Shivaji Nagar, Bhopal- 462016 Madhya Pradesh, India

More information

Optimization of Slenderness Ratio of Prestressed Box Girder Bridge using High Strength Concrete

Optimization of Slenderness Ratio of Prestressed Box Girder Bridge using High Strength Concrete International Research Journal of Engineering and Technology (IRJET) e-issn: 2395-56 Volume: 5 Issue: 6 June 218 www.irjet.net p-issn: 2395-72 Optimization of Slenderness Ratio of Prestressed Box Girder

More information

North Mountain IMS Medical Office Building

North Mountain IMS Medical Office Building North Mountain IMS Medical Office Building Phoenix, Arizona Michael Hopple Technical Assignment 2 October 29 th, 2007 AE 481W-Senior Thesis The Pennsylvania State University Faculty Adviser: Dr. Ali Memari,

More information

Thesis Proposal December 5, 2003

Thesis Proposal December 5, 2003 Executive Summary Thesis Proposal December 5, 2003 Brennan Hall is a five-story office/classroom building. It is located on a slightly sloping site, surrounded by other structures and a small green space.

More information

4.1 VSL REPORT SERIES POST-TENSIONED IN BUILDINGS PUBLISHED BY VSL INTERNATIONAL LTD.

4.1 VSL REPORT SERIES POST-TENSIONED IN BUILDINGS PUBLISHED BY VSL INTERNATIONAL LTD. POST-TENSIONED IN BUILDINGS General Objectives in Building Design Applications of Post-Tensioning in Building Structures The VSL Hardware for Use in Buildings Details and Layouts Improving the Constructability

More information