Ch 11-12 Flashcards
(80 cards)
The difference between type I and type II construction is
The level of fire resistance or fire rating assigned to the structural frame, walls, floor, and roof.
Type II has little or no fire resistance for a structural members
Allowable area and height differs between noncombustible and fire resistive construction. This is:
Noncombustible buildings are usually 1-3 stories and height, with a maximum of 12.
Fire resistance construction is unlimited height
Type II construction is usually majority steel construction. The use of concrete is typically limited to:
Exterior walls and shaft enclosures.
All other things equal, fire resistance is a function of mass.
Specifications of the strength of steel include:
Modus of elasticity is about 29 million psi
Compressive strength is equal to its tensile strength
Shear strength is about 3/4 of its tensile strength
When triaging the heat evolving from a fire, the priority listed should be:
Priority 1 – heat being absorbed by the contents or structural elements. Cool or remove it.
Priority 2 – heat being evolved from contents that are burning. Wet it down.
Priority 3 – heat leaving the structure – let it go.
Definitions and abbreviations of steel construction members:
Angle – “L”, L shaped
Bar – plate < 6”
Channel – “C”, U-shaped cross-section
Plate – flat steel
Purlin – beam at right angle to trusses or rafters
Tube – can be a cylinder, square, or rectangle. Usually used for a column.
Castellated beam- “CB”, 2 T’s welded together at the web
I- beam - “S”
Wide flange beam - “WF”. Could be a beam or a column
Steel structural members may have abbreviations and a set of numbers in the blueprint. This is designated the size, and weight per foot in pounds. An example is W12x96 =
W 12x96 - this is a wide flange beam or column that is 12 inches deep and weighs 96 pounds per linear foot
Specifications for steel angles, referred to the nominal depths of the two legs and the thickness. For example L 5x 3x 0.25
This is a an angle with a 3 inch leg, a 5 inch leg, and the legs are a quarter inch thick.
A three dimensional truss is also known as a
Space frame.
Space frames provide huge clear spans in modern buildings 
A rigid frame is similar to an arch and is used to achieve wide clear spans.
Rigid frames are sometimes tied together under the floor. Additionally, frames, columns, and rafters are:
The columns are narrow at the base and wider at the top
The rafters are narrow at the ridge and wider at the column.
They are originally connected
Richard frames can span up to about 100 feet. 
In a true trussed arch, both the top and bottom cords are:
Both under compression. This is unique as the arch is a complete compression structure.
Cement asbestos board is non-combustible and has been used for friable construction. This is:
Friable construction is used were an explosion is a possibility. It will break away readily and relieve the pressure.
Exterior walls of steel frame buildings consist of a variety of wall types. Most likely curtain walls.
Some common materials are:
Cement, asbestos board
Glass fiber reinforced plastic
Aluminum
Precast prestressed concrete panels
Masonary walls – most common walls for unprotected steel frame buildings
Galvanized steel walls – asphalt asbestos protected metal AAPM
Metal panel – sandwich with thermal insulation
Light gauge steel frame wall – lightweight galvanized, steel studs
The difference between pinned connections and plastic design is
With pinned connections, loads are delivered to the nearest columns.
In plastic design, connections are built to transfer loads beyond the columns. Similar to monolithic construction and concrete. These are rigid connections.
This also means that the material used may be lighter and have less mass and less fire resistance.
Specific steel elongation rates per rise in temperature and failure temperatures are:
.06 - .07% in length per 100°F rise and temperature.
This translates to 9.5” per 100 feet at 1000°F
Above 1000°F steel softens depending on the load.
Structural steel fails at >1300°F
In reference to steel trusses and beams, it is better to have a fire that:
A fire that is hotter, faster, and reaches failure temperature more rapidly.
The term “ one high story” is used to designate buildings with:
Greater than usual height from floor to ceiling. For example, one equals five describes a building that is one story, but equal to five ordinary stories.
In excavation bracing, it is necessary to shore up the excavation. This is usually done with:
Rows of soldier beams driven into the ground, tied together with horizontal walers, and held up by diagonal rakers.
The columns are allowed to be loaded twice to normal permitted load.
Tiebacks may be used as cold drawn, steel inserted into the rock and anchored with epoxy. (800°F failure).
And protected non-combustible buildings, the word protection in codes may be confused with sprinkler protection. This actually refers to:
Physical protection of the steel with gypsum board, spray on fireproofing, or other factors of passive, protect protection.
In regards to the lack of fire protection for unprotected steel, the book describes three classes of calculated risks:
Financial or economic - in case of fire, let it go
Engineering - this calculation is adequate
Forget it - no calculation is any better than the information used in it
In regards to steel construction, the height of the steel above the floor level may be given an exemption. This is especially true in:
Atria roof over 55 feet.
Building codes may include 20 to 30 feet above the floor, not requiring protection.
When insulation has absorb moisture, it makes it
Useless as insulation
Metal deck roof consist of metal sheets, crimp together that are not gas tight. Laid onto steel bar joists. Low density fiber board insulation. Adhesive such as bituminous asphalt coating, bitumen layers, roofing felt, and hot tar.
These are known as:
Built up roofs.
They may also have fiberglass sheets or concrete laid on corrugated metal.
Modified bitumen roofs are similar, but use a propane torch to liquefy the adhesive.