Transcript Steel

Steel
History
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No role till 19 century – in a
structural cap.
First all metal structure - cast iron
bridge built in the late 18 century in
England. Still in use today.
Cast iron was first – but is very
brittle.
1850’s still came available
inexpensively with introduction of
the Bessemer process.
– Bessemer process – air blown into
vess4el of molten iron to burn of the
impurities
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1868 – open hearth method was
developed which further reduced
the cost.
Material Steel
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Steel is any range of alloys of
iron and carbon – that contains
less than 2 % carbon.
– Ordinary structural steel called
mild steel contains less then
3/10 of 1% carbon
– Ordinary cast iron contains 3
to 4% carbon
– To much carbon makes a hard
but brittle metal
– While to little produces a soft
weak material
– Thus mild steel is iron whose
properties have been
optimized for structural
purposes
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Iron is produced in a blast
furnace charged with
alternating layers of iron ore,
coke-coal without its volatile
combustibility leaving only
carbon, and limestone.
Uwe R. Zimmer
photo
Process
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Coke burned by large quantity of air forced in
from the bottom – produces a gas of carbon
monoxide – which reacts with the ore to
reduce it to elemental iron.
Limestone forms a slag which reduces the
impurities of the iron
Molten iron is drawn off the bottom of the
furnace
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One ton of iron requires
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Today most steel is produced by basic oxygen
process – other methods can be used
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1 ¾ tons of iron ore
¾ ton of coke
¼ ton of limestone
4 tons of air
In which a water cooled lance is lowered into a
constancy of molten iron.
Stream of pure oxygen at very high pressure is
blown from the lance into the metal to burn off
carbon and other impurities.
Molten steel from the furnace is cast into
molds to produce ingots
Production of structural shapes
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Rolling process begins at the blooming
mill
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Then brought to structural mill with temp
still above 2200 f
Here it passes through a succession of
rollers
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The hot ingots is reduced in size by
squeezing it between rollers
That press the metal into progressively
more refined shapes and sizes
Typically wide flange shapes passes
through set of rollers around 40 times
Then it is allowed to cool
After cooling a straightening machine
takes out minor crookedness
And a saw cuts the lengths of steel into
shorter pieces.
Sizes and Shapes
 By varying the space of the
rollers you can obtain a varied of
shapes and sizes
 Wide flange uses for most
column and beams
 American Standard I beam –
less efficient structurally then
wide flange – because roller
arrangement that produces
them is incapable of increasing
the amount of steel to the
flanges without also adding
steel to the web – where it does
little to increase the load
carrying capacity.
Symbols
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Wide flange W21 x 83
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American Standard S18 x 70
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Sizes range from 4 to 18” in 2 in. increments
18 to 36” in 3” increments
Sizes 3,4,5,6,7,8, 10,12, 15,18,20,24
Wide flange measurements
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W12 x 24 used as a beam or girder
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W12 x 336 intended for columns
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L4 x 3 x 3/8
Uses as lintels spanning doors and windows in masonry construction
Steel buildings cut into short pieces and used to connect wide flange shapes
Diagonal to braces steel frames
Members of steel trusses
Channels
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Depth actual 17 in.
Steel angles – extremely versatile
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Depth actual 12.22 inches flanges 6.49 in.
C9 x 13.4
Used as truss members and bracing
Tees, plates and bars
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WT13 x 47
Open Web Steel Joists
 One of the many structural
steel products fabricated
 A mass produced truss
used in closely spaced
arrays to support floors
and roof decks
 Comes in three sizes
– K series span 60 ft
 Depth 8 to 30 inches
– LH series (long span) 96 ft
 Depth 18 to 48 inches
– DLH series (deep long span)
144 ft
 Depth 52 to 72 inches
Cold work steel
 Sheets of steel can be
bent into c shaped, z
shaped sections
 Channel stud
 Cee stud
 Double Stud
 Cee Joist
 Double Joist
Joining Steel Members
 Rivets – a fastener
consisting of a cylinder
body and a formed head
– Heated to a white color
– Inserted through the holes in
the member
– With a pneumatic hammer to
produce a second head
opposite the first
– As the rivet cools its shrinks
and clamping the joined
pieces together tightly
Joining Steel Members
 Bolts
– Two categories
 Carbon steel bolts
– Also known as unfinished or common bolts
– Similar to ordinary machine bolts that can be purchase at
hardware store
– Not very strong
 Highest strength bolts
– Heat treated to develop necessary strength
– Their connecting ability either is a shear connect – which stems
from their shear resistance
– Or from being tighten to the point that the members join are kept
from slipping by the friction between the producing a fiction
connection
Joining Steel Members
 Welding
– Offers a unique and
valuable capability
– Can join members of
steel together as if they
were one
Joining Steel Members
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Shear Connections and Moment
Connections
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In order to understand the respective
roles of shear connections and moment
connections necessary to understand the
means by which a building may be made
stable against the lateral forces of wind
and earthquakes
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Three basic mechanisms
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Diagonal bracing
Sheer panels
Moment connections
Sheer connection
Diagonal bracing works by creating stable
trim angles within the unstable geometry
of a steel building
The connections within a diagonally brace
frame do not transfer moments
They behave like pins which is another
way of calling them shear connections
Shear panels – rectangle panels made of
steel or concrete – shear connections
Moment connection
Metal Decking
 Sheets of steel that
have been corrugated
to increase its stiffness
 Span determined by
thickness
Fireproofing
 Building fires are not hot enough to melt steel –
but many are able to weaken it to cause structural
failure
 Fireproofing – encasing steel in brick or concrete –
but the weight added is considerably to the load
and cost
 Metal lath and plaster
 Boards or slabs of gypsum or other fire resistance
material – can serve as a finished surface
 Spray on materials #1 today –general consists of
fibers.