RC AND PREFABRICATE ROOFS, PURLINS, FRAMES, CANTILEVERS AND ARCHES

Slides:



Advertisements
Similar presentations
Portal Framed Construction
Advertisements

Introduction to Lateral Force Resisting Systems
Basic structural theory. Statics Things dont continue to move if forces are resisted – Static Equilibrium What resists the force? Equal and opposite Reaction.
Erection of steel portal frame for warehouse Construction
Concrete Fooring & Roofing System
Introduction to Structural Design
1 Design and drawing of RC Structures CV61 Dr. G.S.Suresh Civil Engineering Department The National Institute of Engineering Mysore Mob:
Chp12- Footings.
Lecture 9 - Flexure June 20, 2003 CVEN 444.
Bridge Engineering (6) Superstructure – Concrete Bridges
Gravity Force Resisting Systems
Reinforced Concrete QTO Design Stage 1 Preconstruction Stage 2: Procurement Conceptual Planning Stage3: Construction Stage 4: Project Close-out.
S R T C O N S T R U C T I O N & S T R U C T U R E S M A J O R A S S I G N M E N T M A T T H E W S Q U I R E
Roofing.
LAYOUT OF STEEL STRUCTURES
Shear and Diagonal Tension
1 Design and drawing of RC Structures CV61 Dr. G.S.Suresh Civil Engineering Department The National Institute of Engineering Mysore Mob:
CEA UNIT 3 TERMS & DEFINITIONS. BEAM A structural member, usually horizontal, that carries a load that is applied transverse to its length.
Residential Framing Prints Unit 14.
PREPARED BY : NOR AZAH BINTI AZIZ KOLEJ MATRIKULASI TEKNIKAL KEDAH
Bridge Engineering (7) Superstructure – Reinforced Concrete Bridges
Wall Form Design Example (Continued)
1 Design and drawing of RC Structures CV61 Dr. G.S.Suresh Civil Engineering Department The National Institute of Engineering Mysore Mob:
Reinforced Concrete VS Steel
Reinforced Concrete Design II
PRE-FABRICATED STRUCTURES
DESIGN OF TRUSS ROOF Chapter 7
Stresses Found In Structural Members. Forces Acting Simply Supported Beam 1.Bending.
Building Types.
BEAMS,COLUMS AND LINTELS
Code Comparison between
COLUMNS. COLUMNS Introduction According to ACI Code 2.1, a structural element with a ratio of height-to least lateral dimension exceeding three used.
Shear Forces & Bending Moments Shear & Moment Diagrams
Note: Moment Diagram Convention
Preparatory Seminar for STL Examination By Dr. James Lau, BBS JP.
U2-L2 March 11, 2008 QUIZ FRIDAY – Architecture Styles QUIZ WEDNESDAY – Construction Methods.
Plain & Reinforced Concrete-1 CE-313
BEAMS AND COLUMNS.
Reading Structural Drawings
Reinforced Concrete Design
1 Building Types. 2 Building Use and Size Buildings are available in many types and sizes. Large, specialized buildings should be planned and built by.
STRUCTURE By Simonnett Rosenberg Gabriela Di Lorenzo.
BEAMS AND COLUMNS PRESENTED BY K.ROSHIN RUKSHANA.
1.
TOPICS COVERED Building Configuration Response of Concrete Buildings
Introduction to Structural Design © 2010 Project Lead The Way, Inc.Civil Engineering and Architecture Architecture has recorded the great ideas of the.
GARY NEWMAN STRUCTURES OPTION ADVISOR: DR. HANAGAN SENIOR THESIS PRESENTATION SPRING 2008.
7. APPROXIMATE ANALYSIS OF INDETERMINATE STRUCTURES
1 Design and drawing of RC Structures CV61 Dr. G.S.Suresh Civil Engineering Department The National Institute of Engineering Mysore Mob:
Tulkarem Multipurpose Sport Hall Prepared by: Moatasem Ghanim Abdul-Rahman Alsaabneh Malek Salatneh Supervisor: Dr. Shaker Albitar.
Moment Connection Requires Bolts Outside the Flanges
Topic Today’s Objective
FLAT SLAB Flat slab are also known as beamless slab, is a type of slab in which the flooring slab is directly supported on columns without the agency of.
BEAMS: Beams are structural members that can carry transverse loads which produce bending moments & shear force. Girders: Main load carrying members into.
Truss Roof By PATEL POOJA D.
Pitched Roof By PATEL ANKITKUMAR H.
Introduction to Structural Design
Week 3: Structures Plan for Giant Trampoline Bridge in Paris.
Outline: Introduction: a ) General description of project b) Materials
Roofs: Types of roofs, Trussed roofs, Steel roof truss
Structure II Course Code: ARCH 209 Dr. Aeid A. Abdulrazeg
Introduction to Structural Design
Building Frame (Column & Beam)
Arch205 building construction wall systems
Beams.
Masonry Bearing Walls.
Introduction to Structural Design
بسم الله الرحمن الرحيم RaRami Abu Baker An- Najah National University
Presentation transcript:

RC AND PREFABRICATE ROOFS, PURLINS, FRAMES, CANTILEVERS AND ARCHES ITU Civil Engineering Faculty Earthquake Engineering and Disaster Management Institute REINFORCED CONCRETE STRUCTURES 08 RC AND PREFABRICATE ROOFS, PURLINS, FRAMES, CANTILEVERS AND ARCHES Asst. Prof. Dr. Fatih SUTCU

RC Roofs, Prefabricate, Purlins, Frames, Cantilevers, Arches RC Roofs -The task is to cover up a certain volume -Comparing the slabs, roofs can be arranged in several forms and larger spans can be exceeded. Design; Architect and Engineer, since, function, form and structure of a roof LBS have to be considered together. RC_LBSD_7

RC Roofs, Prefabricate, Purlins, Frames, Cantilevers, Arches RC Roofs Function of a Roof: Protection againist rain/snow and wind Lighting Heat/temp isolation Air conditioning Acoustics RC_LBSD_7

RC Roofs, Prefabricate, Purlins, Frames, Cantilevers, Arches RC Roofs RC roof LBS: 3 main requirements in design; Compatibility with function and form Structurally safe (againist loads) Economy (material, workmanship) RC Roofs; Conventional type: Main beams+purlins Superficial/Shell LBS RC_LBSD_7

RC Roofs, Prefabricate, Purlins, Frames, Cantilevers, Arches RC Roofs Conventional type: Loads are transferred from roof surface to purlins than from purlins to main LB beams Easy to construct Precast members can be used Economy of system depends on main beam type, form and purlin spans RC_LBSD_7

RC Roofs, Prefabricate, Purlins, Frames, Cantilevers, Arches RC Roofs Cost purlin Main beams a/l  1/3 – 1/4 RC_LBSD_7

RC Roofs, Prefabricate, Purlins, Frames, Cantilevers, Arches RC Roofs Main LB members: can be prefabricate Disadvantage: Benefits: Less formwork/mold No Scaffrold Less RC work on site Assemblage/montage cost RC_LBSD_7

RC Roofs, Prefabricate, Purlins, Frames, Cantilevers, Arches RC Roofs Precast member; production time- independent from climate cond. Transportation cost depends on distance and transport fee Prestressing; increase quality and reduce the member CS Main LB members: RC_LBSD_7

RC Roofs, Prefabricate, Purlins, Frames, Cantilevers, Arches RC Roofs Main roof beams: can be producted as prefabricate in a factory with ~20-30m span, transported 200~300m can be also producted on site RC_LBSD_7

RC Roofs, Prefabricate, Purlins, Frames, Cantilevers, Arches RC Roofs Consdideration to be taken while detemining main roof beam CS: M and T Smaller CS as possible Simple formwork Simple reinf. arrangement Simple concreting RC_LBSD_7

RC Roofs, Prefabricate, Purlins, Frames, Cantilevers, Arches RC Roofs M etkisi RC_LBSD_7

RC Roofs, Prefabricate, Purlins, Frames, Cantilevers, Arches RC Roofs Inconstant-heigth roof beams: Shear effect near support http://www.archiexpo.com/prod/planas/column-base-plates-precast-reinforced-concrete-105237-1026595.html#product-item_1026451 RC_LBSD_7

RC Roofs, Prefabricate, Purlins, Frames, Cantilevers, Arches RC Frames Frames are constituted by moment resistant connection of columns and beams. http://www.ndconcrete.com/award_article.php Negative moment near connection; reduction of span moment In good soil; fixed frame in poor soil; 3-pinned frame (no additional internal forces due to displacement) RC_LBSD_7

RC Roofs, Prefabricate, Purlins, Frames, Cantilevers, Arches RC Frames Tension rod/tie is used to resist the thrust in poor soils. maintinance is difficult Frame axis should be close to compression line (to get smaller moment) RC_LBSD_7

RC Roofs, Prefabricate, Purlins, Frames, Cantilevers, Arches RC Frames Working of sub-frame beam as tie. RC_LBSD_7

RC Roofs, Prefabricate, Purlins, Frames, Cantilevers, Arches RC Frames light light light Good isolation is required RC_LBSD_7

RC Roofs, Prefabricate, Purlins, Frames, Cantilevers, Arches RC Frames ITU High voltage lab. (adaptation of frame axis and compression line) RC_LBSD_7

RC Roofs, Prefabricate, Purlins, Frames, Cantilevers, Arches Cantilevers are used for building eaves, tribune roofs, bus- train platform roofs where an open space side is desired (without columns) When the span increase; dimension, material cost and footing dim. increase Isostatic (structurally determinate), large deflection RC_LBSD_7

RC Roofs, Prefabricate, Purlins, Frames, Cantilevers, Arches Old Dolmabahçe stadium tribune roof RC_LBSD_7

RC Roofs, Prefabricate, Purlins, Frames, Cantilevers, Arches Munich exhibition hall Continous light line/band in the middle RC_LBSD_7

RC Roofs, Prefabricate, Purlins, Frames, Cantilevers, Arches Arches http://www.armtec.com/en-ca/infostructure/2011-06/bebo-concrete-arches.aspx When the compression line of loads is considered as LBS axis; an Arch is obtained. Compression only in CS Half-snow, EQ, wind may generate moment. Convenient especially for long-spans CS with min. area and high moment inertia is choosen http://radiobutlers.blogspot.com.tr/2011/09/hoover-dam.html RC_LBSD_7

RC Roofs, Prefabricate, Purlins, Frames, Cantilevers, Arches Arches Not convenient for volumes with rectangular vertical section Arch thrusts are resisted by ties or transferred to soil Non-useful volume at the edges http://highestbridges.com/wiki/index.php?title=China_2012_Bridge_Trip RC_LBSD_7

RC Roofs, Prefabricate, Purlins, Frames, Cantilevers, Arches Arches Ties are used at upper level; to transfer thrusts to columns and soil. Upper non-useful volume cause redundant costs such as heating etc. Less CS and cost; comparing the frames therefore less distance may be used between the arches ~(1/5~1/10 ) of span RC_LBSD_7

RC Roofs, Prefabricate, Purlins, Frames, Cantilevers, Arches Arches For circular areas; arrangement of radial arches (compression at top, tension at bottom) RC_LBSD_7

RC Roofs, Prefabricate, Purlins, Frames, Cantilevers, Arches Arches RC_LBSD_7

RC Roofs, Prefabricate, Purlins, Frames, Cantilevers, Arches Purlins Purlin: A horizontal structural member in a roof, supperted by rafters Because of cost; ready/precast purlin and plaque members are preferred http://encyclopedia2.thefreedictionary.com/roof+purlin Smaller purlin CS provides less weigth and less load transfer to rafters. However, deflection increases in that case. http://www.archiexpo.com/prod/pujol/prestressed-concrete-purlins-89366-915608.html RC_LBSD_7

RC Roofs, Prefabricate, Purlins, Frames, Cantilevers, Arches Purlins Purlins provide lateral stability of rafters and longitudunal stability of a roof/building. Purlins are connected to main members and fixed. RC_LBSD_7

RC Roofs, Prefabricate, Purlins, Frames, Cantilevers, Arches Purlins and plaques A light roof cladding on purlins can be used Purlins and plaques can be prepared together as prefabricated RC_LBSD_7

RC Roofs, Prefabricate, Purlins, Frames, Cantilevers, Arches Purlins and plaques Gas concrete usage for plaque covers (light) To obtain diaphragm effect; RC is put in the gap in between plaques, and also shear studs may be used RC_LBSD_7

Thank you... RC_LBSD_7