1. Final Project - Materials - Metals Flashcards
Steel: how to protect steel against oxidation? (3)
- Paint 2. Galvanized 3. Chemically treated
Steel: characteristics?
Steel is characterized by:
- Strong resistance
- Stiffness
- Elasticity
What is the cheapest and strongest material?
Steel
Why should steel be protected to have fire resistance?
Although classified as an incombustible material, steel becomes ductile and loses strength when exposed to temperatures above 1000F (537C)
Steel: What do standards G40.20-F04 and G40.21-F04 define?
Provide requirements for various structural steels.
- General requirements for the manufacture of structural steels
- Steel Grades
- Chemical composition
- Mechanical characteristics
Steel: What is a grade?
Steel grades are designated by a number corresponding to the guaranteed minimum value of the elastic limit, followed by a letter identifying the type of steel.
The most frequently used structural steel grades are G40.21-300W for steel buildings and G40.21-350AT for bridges.
Steel: name the 7 types of steel & applications
- Type W: structural members
- Type WT: Bridges
- Type R: exterior coverings
- Type A: Welded constructions where low temperature toughness is not a selection criterion
- Type AT: Welded constructions where low temperature toughness is a criterion of choice
- Type Q: heavy plates and light structures of great resistance
- Type QT: high strength lightweight constructions (bridges, cranes) and for transport equipment
Advantages & disadvantages to steel construction
+ fast, precise construction
- fire coatings required
- corrosion resistance required
Which direction lateral forces are more critical in?
Short direction
(orient columns/ beams in this direction)
What is the span for beams (in a beam & girder system)?
20’ @ 32’
spacing 6’ @ 15’
beyond that, use web steel joists
Rule of thumb to estimate beam (W) depth & width?
Beams: Span / 20
Girders: Span /15
Width: 1/3 to 1/2 of the depth
What is the objective when selecting a W member?
Use the lightest steel section that will resist bending and shear forces within allowable limits of stress and without excessive deflection for intended use.
Define three types of steel framing connections:
- Moment Connections - Rigid Frame -
connections able to hold their original angle, by means of plates welded or bolted to the beam flanges & columns.
- Shear Connections - Simple Frame -
connections made to resist only shear and are free to rotate under gravity loads. Shear walls / diagonal bracing required.
- Semi-Rigid Connections - Semi-Rigid Frame -
connections have a limited but known moment-resisting capacity.
Types of steel frames:
Rigid frame: joints connecting column & beam are capable of resisting both forces & moments.
- Fixed frame:
rigid frame connected to supports with fixed joints. More resistant to deflection than hinged, but also more sensitive to support settlements and therman expansion and contraction
- Hinged frame:
rigid frame connected to its supports with pinned joints. Allows rotation as a unit (settlements or expansion/contraction)
- Three-hinged frame:
two rigid sections connected with pin joints. More sensitive to deflection, least affected by settlement or expansion mouvement.
Span ranges for light-gauge steel joists?
6” joists - 10’@14’
8” joists - 12’@18’
10” joists - 14’@22’
12” joists - 18’@26”
Rule of thumb to estimate joist depth: span/20
Spacing 16”, 24” or 48”
Strap bridging required 5’@8’
What members are required to prevent lateral movement of joist chords?
Horizontal or diagonal bridging
Spaced 10’@20’
Welded @ top & bottom chords
Resistance to lateral wind and seismic forces requires the use of:
shear planes, diagonal bracing, or rigid framing with moment-resisting connections
Estimating guides for steel columns:
4x4 tube
6x6 tube
W6x6
W8x8
W10x10
W12x12
W14x14
4x4 tube - 750 sq.ft. - grid 27’x27’
6x6 tube - 2400 sq.ft. - grid 49’x49’
W6x6 - 750 sq.ft. - grid 27’x27’
W8x8 - 3000 sq.ft. - grid 54’x54’
W10x10 - 4500 sq.ft. - grid 67’x67’
W12x12 - 6000 sq.ft. - grid 77’x77’
W14x14 - 12,000 sq.ft. - grid 109’x109’
Limiting height of steel studs:
3 5/8” - 12’
6” - 20’
8” - 28’
Rigid frames dimensions:
Spans : 30’@120’
Frames spaced at 20’@24’
Wall height @ bottom: 8’@30’
Pitch: 1:12 @ 4:12
Purlin spacing : 4’@5’
Max joist span
24x joist depth
Wide Flanges:
used for beams and columns (took the place of American Standard (aka I Beam) shapes)
3 standard series for open web steel joists
K- standard - 8”@30” deep - 12’ @ 60’ spans
LH - long span - 18”@48” deep - 28’@60’ spans
DLH - 52”@72” deep - up tp 144’ spans
Open Web Steel Joist
Lightweight, shop-fabricated steel members having a strussed web.
• Selected based on the span between bearing points, joist spain, slope, live/dead
loads, collateral loads, wind up lift, deflection criterial, and max depth allowed
- Spacing is commonly ranges from 2’ - 10’ on center : 4’ common
- May be supported by bearing wall or steel beams or joist girders
- Permit passage of mechanical services
- Work best for uniformly distributed loads
Angles:
Versatile, used for short beams supporting small loads (e.g.: as lintels)
Channels:
used with truss members and bracing as well as for short beams/lintels
Joist Girders
are beefier versions of joists designed to carry heavier loads…usually bays of the open web steel joists.
These bear on columns and structure.
Remember:
columns hold up steel beams or joist girders, which hold up joists, which hold up decking
Rivets:
Steel fasteners consisting of a cylindrical body and formed head that is brought to a a high heat inserted through holes matched in members to be joined and then worked with a special hammer to make another head on the other side.
- As it cools is shrinks and clamps the jointed pieces together
- Was originally the most used technique, but is very labor intensive compared to bolting and welding
Common bolts:
available, and installed for less than high-strength bolts. Used in joints where lower strength is sufficient enough to carry the load
• Act primarily in bearing and shear
High Strength Bolts:
Heat treated during manufacture to develop necessary strength
• Can get connecting ability from sheer resistance or from being tightened to the
point hat the members they join are kept from slipping by the friction between them (know as slip critical connections)
Welding:
Joints the members of a steel frame as if they were a monolithic whole, and connections are stronger than members they join in shear and moment force resistance.
- Welding and bolting can be combined in the same connection to take advantage of the unique qualities of each
- Required thickness/length of weld is determined by designer
What is the designation for the most commonly used structural steel for beams?
A36
A36 refers to the ASTM Standard A36/A36M, Standard Specification for Carbon Structural Steel
-Steel meeting this standard has a minimum yeld point of 36,000 psi
A153 steel is the standard for
hot dip zinc coating on iron and steel hardware
A441 steel is
a high strength strucutral steel used for welded construction
A501 steel is the designation for
hot formed welded and seamless carbon steel structural tubing
Which of the following is NOT a standard designation for open web steel joists
DLH
K
LH
ML
ML is not a designation
DLH - deep long span
K-standard open web joists
LH-long span joists
the depths in K series for steel joists range from
8 in - 30 in
(increase in increments of 2 in)
the depths in LH and DLH series for steel joists range from
28 in - 72 in
(increase in increments of 4 in)
The stringers of prefabricated steel utility stairs are normally constructed of
a. angle iron
b. channel sections
c. steel plate
d. tube sections
b. channel sections
american standard beams are known as…
S shapes
Describe the 3 types of metal structural connections.
1 - MOMENT (this sh*t is locked down)
• rigid frame
• connections hold original angle under loading of welded plates
2 - SHEAR
• simple frame
• connections resist shear loads only .: can rotate
3 - SEMI-RIGID
• semi-rigid frame
• assume limited but known moment resistance capacity
What is a good rule of thumb when estimating depth for beams and girders.
Beam = span/20 Girder = span/15
What is more structurally efficient an S (often called I) beam or a W beam
A W beam is a profile engineered to carry the load more efficiently.
What are the 2 basic types of steel?
1 - Structural Steel
• hot rolled
• strong
• versatile (1 storey up to towers)
2 - Lightweight Steel
• details sim. to wood frame
• low rise
• on-site erection = good for irregular shapes
What are the 2 types of open web steel joists?
STANDARD (K series )
• zigzag = single bent bar
• span = 4 - 18m : 13’-59’
• Bearing length = 100-150mm: 4”-6”
LONGSPAN (LH & DLH series)
• heavier web/chord members
• great for heavier loads + longer spans
• span = 8 - 18m : 26’-59’ (DLH can span up to 144’)
• Bearing length = 150-305mm: 6”12”
**compare:
24K9 = acceptable span 7-14m
24LH7 = acceptable span 11-14m
note: chord is larger on K series
How would you read the sizing for an open-web joist? example: 24K9
24K9
24” Depth of joist
K Joist series
9 Chord designation