A.) Gypsum
B.) Plastic
C.) Wood
D.) Glass
A.) Gypsum
A.) The fuel loads are more likely to be light
B.) The building is less likely to collapse on firefighters
C.) Fires in this type of building are smaller than other
types of construction
D.) Fire fighting will be easy in this type of building
B.) The building is less likely to collapse on firefighters
A.) Laboratory testing
B.) Performing real life fire testing
C.) Analytical calculations
D.) Analytical structural fire engineering
A.) Laboratory testing
A.) 2- X 10-inch (50 mm X 250 mm)
B.) 8- X 10-inch (200 mm X 250 mm)
C.) 6- X 10-inch (150 mm X 250 mm)
D.) 4- X 10-inch (100 mm X 250 mm)
A.) 2- X 10-inch (50 mm X 250 mm)
A.) High structural load and high fire load
B.) Moderate structural load but a high fire load
C.) High structural load but low fire load
D.) Moderate structural load but low fire load
B.) Moderate structural load but a high fire load
A.) 5 minutes
B.) 20 minutes
C.) 10 minutes
D.) 15 minutes
A.) 5 minutes
A.) Type V
B.) Type IV
C.) Type III
D.) Type II
A.) Type V
A.) Two and one quarter hours
B.) One hour
C.) Two and one half hours
D.) Two hours
D.) Two hours
A.) E-119
B.) E-120
C.) E-118
D.) E-121
A.) E-119
A.) Collapse potential
B.) Pitched rooftops
C.) Massive amount of fuel
D.) Concealed spaces
C.) Massive amount of fuel
A.) NFPA 1001
B.) NFPA 251
C.) NFPA 1301
D.) NFPA 327
B.) NFPA 251
A.) ASTM E 119
B.) ASTM E 136
C.) ASTM E 120
D.) ASTM E 135
B.) ASTM E 136
A.) The extent to which the assembly will generate smoke or other products of combustion
B.) Fire behavior of joints between building elements such as floor-to-wall connections
C.) Measurement of the degree of control or limitation of the passage of smoke
D.) The ability of structural assemblies to carry a structural load and to act as a fire barrier
D.) The ability of structural assemblies to carry a structural load and to act as a fire barrier
A.) Underwriters Laboratories, Inc.
B.) Southwest Research Institute
C.) Intertek Testing
D.) University of California at Berkeley
A.) Underwriters Laboratories, Inc.
A.) 17th and 18th
B.) 18th and 19th
C.) 20th and 21st
D.) 19th and 20th
D.) 19th and 20th
A.) 6 hours
B.) 4 hours
C.) 8 hours
D.) 2 hours
B.) 4 hours
A.) Three to five hours
B.) Four to six hours
C.) One to three hours
D.) Two to four hours
C.) One to three hours
A.) Total area
B.) Fire load
C.) Construction type
D.) Occupancy type
C.) Construction type
A.) Fire aversion
B.) Fire resistance
C.) Fire proofness
D.) Fire rating
B.) Fire resistance
A.) 18
B.) 32
C.) 12
D.) 26
D.) 26
A.) Release load
B.) Consume load
C.) Heat load
D.) Fire load
D.) Fire load
A.) One to three hours
B.) Two to four hours
C.) Four to six hours
D.) Three to five hours
B.) Two to four hours
A.) Structural steel
B.) Reinforced concrete
C.) Clay masonry
D.) Cast iron
D.) Cast iron
A.) Seconds
B.) Minutes
C.) Days
D.) Hours
D.) Hours