space sturcture
TRANSCRIPT
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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