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    SPACE STRUCTURES

    AMIT KHATUWALAMS004

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    INTRODUCTION

    The structural forms can be grouped

    as :-

    a. Framed structures or skeletalstructures or discrete elements.

    b. Continuum structures.

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    FRAMED STRUCTURES

    Framed structures are those which are formed byjoining discrete structural elements at their endsforming joints.

    The joints of a framed structure are points ofintersection of the members, as well as points ofsupport and free ends of members.

    Each member may be straight or curved and itssectional dimensions are small compared to the

    length dimension. Thus, structures made up of ties,struts beams &

    columns are framed structures.

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    CATEGORIES

    The framed structures can be divided into sixcategories:-

    1. Continuous beams

    2. Plane trusses

    3. Space trusses

    4. Plane frames

    5. Grids

    6. Space frames

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    CONTINUOUS

    BEAM

    A continuous

    beam consists

    of straight

    member

    having one or

    more points of

    support such

    as A,B,C and D.

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    PLANE TRUSS

    Plane truss is

    idealized as a

    system of

    members lying

    in a plane and

    interconnected

    at hinged

    joints.

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    SPACE TRUSS

    A space truss issimilar to a plane

    truss except that

    the members may

    have anydirections in the

    space.

    The forces acting

    on a space truss

    may be in any

    arbitrary

    directions.

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    PLANE FRAME

    A plane frame iscomposed of members

    lying in a one plane and

    having axis of symmetry

    in that plane.

    The internal stress

    resultants acting at any

    cross section of a plane

    frame member may

    consists in general of anaxial force, a shear

    force, and a bending

    moment.

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    SPACE FRAME

    The space frame isthe most general

    type of framed

    structure, in which

    there are no

    restrictions on the

    location of joints,

    direction ofmembers, or

    directions of loads.

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    GRID

    A grid is a plane structure composed of

    continuous members that either

    intersect or cross one another.

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    CONTINUUM STRUCTRUE

    Continuum structures include

    structures formed from surface

    elements like flat slabs, curved shellelements and solids.

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    Deformation in Framed Structures

    When a structure is acted upon by loads, the

    members of the structure will undergo

    deformations. The calculation of these

    displacements is an essential part of structural

    analysis.

    Consider a segment of arbitrary length cut

    from a member of a framed structure.

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    The deformation shown in figure are called

    axial, shearing, flexural and torsional

    respectively.

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    ELEVATION OF SPACE FRAME

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    PLAN

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    PREFACE

    Space frame or a Hanger in a sense are lowrise steel structures, and characterised bytheir low height and absence of interior walls

    and partitions. Usually, the roof system of hangers consists of

    trusses with light weight roof coverings.Now adays , new materials for both cladding androofing are available. These are lightercompared to conventional AC & GI sheets.

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    However, the hangers over here are to provide

    ample space for the parking of the aircraft, so

    that the repair & maintenance of the aircraft

    can be carried out sufficiently.

    The Hangers are classified into two

    categories:-

    i. Single hangers

    ii. Multiple type hangers

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    SINGLE HANGERS

    These are common for regular sized aircraft,

    these as termed as simple i.e single hanger,

    doesnt include an intermediate column.

    The hanger has explained before, acts as an

    area for the inspection, checking and

    maintenance of an aircraft.

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    MULTIPLE TYPE HANGER

    Multiple type hanger include an area wherethe number of aircraft is parkedsimultaneously.

    This type consists of trusses framed in thelong dimensions of the bay with purlinsframing between the trusses framed in theshort dimensions.

    This system is used where long span requiredin one direction is more than 21 m(our case)

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    While much shorter span is acceptable in theother direction. Trusses are not likely to beeconomical for spans less than about 21 m.

    When the roof truss is attached to, and issupported on steel columns at both the ends,the assembly is known as bent or a mill bentor transverse bent.

    Bent are braced together at intervalsdepending on the character of the building ,

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    Its length, width, covering, exposure etc.

    Two bents braced together form a braced bay.

    The space between two column lines is called

    and aisle.

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    MAJOR COMPONENTS OF HANGER

    Steel Column

    Roof trusses

    Rain water Gutter Purlins

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    COMPONENTS OF ROOF TRUSS

    Span : Centre to Centre distance between twosupports of a roof truss is called span of rooftruss.

    Spacing of roof truss : The horizontal distancebetween two consecutive roof trusses isknown as spacing of roof truss.

    Principal rafter : The member of roof truss endsupport to the ridge point is known asprincipal rafter.

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    Main tie : The bottom chord member of a rooftruss is known as main tie.

    Sag tie : A vertical member joining ridge point

    and mid point of main tie is sag tie. Purlin : A member supported on the panel points

    of two consecutive roof trusses is called purlin.

    Web members : Vertical or inclined members

    joining top and bottom chord membersconnected to principal rafter are called panelpoints or nodal points.

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    Panel : The portion of truss between two

    consecutive panel points on principal rafter is

    called Panel.

    Pitch : It is the ratio of rise and span.

    Roofing material : Roofing material is used to

    cover the roof of truss.

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    PURLINS

    Purlins support roof sheeting, and loads fromthe sheeting are transferred to the purlins.

    The loads acing on the purlins are

    1. Weight roof covering and fixtures.

    2. Self weight of purlin.

    3. Live load from sheeting .

    4. Snow load.

    5. Wind load from sheeting.

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    RAIN WATER GUTTER

    As the name suggests, the Rain water Gutter is

    provided to collect & remove the water that

    has been collected from the roof covering

    material.

    The Rain water Gutter is connected with Rain

    water pipe so that the water can be disposed

    off properly.

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    The Frame is constructed on the

    Design principle of Military

    Engineering Services(MES).

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    The detailed Specification of the Constructionof any building in MES is projected in thereport.

    The detailed drawings of Elevation, Plan,Footing, Column details,Purlins,Gutter,Detailsof Structural Layout,Foundation details is alsoprojected in the report.

    A example on a Design of roof truss is alsoincluded in the project report.

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    SPACE STRUCTURE.docx

    http://localhost/var/www/apps/conversion/tmp/scratch_5/SPACE%20STRUCTURE.docxhttp://localhost/var/www/apps/conversion/tmp/scratch_5/SPACE%20STRUCTURE.docx