Costing based upon 1000 ft segments of pipe, horizontal main and branches
Construction Quality: Normal
Seismic Installation Conditions: SDC A or B (no seismic design)
Notes: One failure is expected per 1000 feet of pipe. Allowance included for MEP modifications for repair.
Costing based upon 1000 ft segments of pipe, horizontal main and branches
Construction Quality: Normal
Seismic Installation Conditions: SDC C (low seismic design)
Notes: One failure is expected per 1000 feet of pipe. Allowance included for MEP modifications for repair.
Suggested Block Size: 1000 LF
The following repair consequences are available for this model:
Carbon
0 200 400 600 800 DS1 DS2 Damage State 33 364 Median Conseq. lognormal lognormal Conseq. Distribution 0.70 0.48 Conseq. Dispersion
DS1 DS2 Carbon [kg] * * Cost
0 5 10 0 1000 2000 3000 4000 5000 DS1 DS2 Damage State varies varies Median Conseq. lognormal lognormal Conseq. Distribution 0.65 0.41 Conseq. Dispersion
DS1 DS2 Damage Quantity [1000 LF] Cost [USD_2011] * * * * Energy
0 5k 10k 15k 20k DS1 DS2 Damage State 864 9222 Median Conseq. lognormal lognormal Conseq. Distribution 0.70 0.48 Conseq. Dispersion
DS1 DS2 Energy [MJ] * * Time
0 5 10 0 0.2 0.4 0.6 0.8 1 1.2 1.4 DS1 DS2 Damage State varies varies Median Conseq. lognormal lognormal Conseq. Distribution 0.70 0.48 Conseq. Dispersion
DS1 DS2 Damage Quantity [1000 LF] Time [worker_day] * * * * D.40.11.023a | Fire Sprinkler Water Piping - Horizontal Mains and Branches - Old Style Victaulic - Thin Wall Steel - Poorly designed bracing, SDC D, E, or F , PIPING FRAGILITY
Costing based upon 1000 ft segments of pipe, horizontal main and branches
Construction Quality: Normal
Seismic Installation Conditions: SDC D,E,F (high seismic design)
Notes: One failure is expected per 1000 feet of pipe. Allowance included for MEP modifications for repair.
Suggested Block Size: 1000 LF
The following repair consequences are available for this model:
Carbon
0 200 400 600 800 DS1 DS2 Damage State 33 364 Median Conseq. lognormal lognormal Conseq. Distribution 0.70 0.48 Conseq. Dispersion
DS1 DS2 Carbon [kg] * * Cost
0 5 10 0 1000 2000 3000 4000 5000 DS1 DS2 Damage State varies varies Median Conseq. lognormal lognormal Conseq. Distribution 0.65 0.41 Conseq. Dispersion
DS1 DS2 Damage Quantity [1000 LF] Cost [USD_2011] * * * * Energy
0 5k 10k 15k 20k DS1 DS2 Damage State 864 9222 Median Conseq. lognormal lognormal Conseq. Distribution 0.70 0.48 Conseq. Dispersion
DS1 DS2 Energy [MJ] * * Time
0 5 10 0 0.2 0.4 0.6 0.8 1 1.2 1.4 DS1 DS2 Damage State varies varies Median Conseq. lognormal lognormal Conseq. Distribution 0.70 0.48 Conseq. Dispersion
DS1 DS2 Damage Quantity [1000 LF] Time [worker_day] * * * * D.40.11.024a | Fire Sprinkler Water Piping - Horizontal Mains and Branches - Old Style Victaulic - Thin Wall Steel - with designed bracing, SDC D, E, or F (OSHPD or sim), PIPING FRAGILITY
Costing based upon 1000 ft segments of pipe, horizontal main and branches
Construction Quality: Special Regulation (e.g. OSHPD) for sprinkler installations
Seismic Installation Conditions: SDC D,E,F (high seismic design)
Notes: One failure is expected per 1000 feet of pipe. Allowance included for MEP modifications for repair.
Suggested Block Size: 1000 LF
The following repair consequences are available for this model:
Carbon
0 200 400 600 800 DS1 DS2 Damage State 33 364 Median Conseq. lognormal lognormal Conseq. Distribution 0.70 0.48 Conseq. Dispersion
DS1 DS2 Carbon [kg] * * Cost
0 5 10 0 1000 2000 3000 4000 5000 DS1 DS2 Damage State varies varies Median Conseq. lognormal lognormal Conseq. Distribution 0.65 0.41 Conseq. Dispersion
DS1 DS2 Damage Quantity [1000 LF] Cost [USD_2011] * * * * Energy
0 5k 10k 15k 20k DS1 DS2 Damage State 864 9222 Median Conseq. lognormal lognormal Conseq. Distribution 0.70 0.48 Conseq. Dispersion
DS1 DS2 Energy [MJ] * * Time
0 5 10 0 0.2 0.4 0.6 0.8 1 1.2 1.4 DS1 DS2 Damage State varies varies Median Conseq. lognormal lognormal Conseq. Distribution 0.70 0.48 Conseq. Dispersion
DS1 DS2 Damage Quantity [1000 LF] Time [worker_day] * * * * D.40.11.031a | Fire Sprinkler Drop Standard Threaded Steel - Dropping into unbraced lay-in tile SOFT ceiling - 6 ft. long drop maximum, SDC A or B
Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum
Construction Quality: Normal
Seismic Installation Conditions: SDC A or B (no seismic design)
Notes: One failure is expected per 100 units. Allowance included for MEP modifications for repair.
Suggested Block Size: 100 EA
The following repair consequences are available for this model:
Carbon
0 20 40 60 80 100 120 140 160 180 DS1 DS2 Damage State 75 75 Median Conseq. lognormal lognormal Conseq. Distribution 0.44 0.44 Conseq. Dispersion
DS1 DS2 Carbon [kg] * * Cost
0 2 4 6 0 200 400 600 800 DS1 DS2 Damage State varies varies Median Conseq. lognormal lognormal Conseq. Distribution 0.37 0.37 Conseq. Dispersion
DS1 DS2 Damage Quantity [100 EA] Cost [USD_2011] * * * * Energy
0 500 1000 1500 2000 DS1 DS2 Damage State 865 865 Median Conseq. lognormal lognormal Conseq. Distribution 0.44 0.44 Conseq. Dispersion
DS1 DS2 Energy [MJ] * * Time
0 2 4 6 0 0.2 0.4 0.6 0.8 1 1.2 DS1 DS2 Damage State varies varies Median Conseq. lognormal lognormal Conseq. Distribution 0.44 0.44 Conseq. Dispersion
DS1 DS2 Damage Quantity [100 EA] Time [worker_day] * * * * D.40.11.032a | Fire Sprinkler Drop Standard Threaded Steel - Dropping into unbraced lay-in tile SOFT ceiling - 6 ft. long drop maximum, SDC C
Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum
Construction Quality: Normal
Seismic Installation Conditions: SDC C (low seismic design)
Notes: One failure is expected per 100 units. Allowance included for MEP modifications for repair.
Suggested Block Size: 100 EA
The following repair consequences are available for this model:
Carbon
0 20 40 60 80 100 120 140 160 180 DS1 DS2 Damage State 75 75 Median Conseq. lognormal lognormal Conseq. Distribution 0.44 0.44 Conseq. Dispersion
DS1 DS2 Carbon [kg] * * Cost
0 2 4 6 0 200 400 600 800 DS1 DS2 Damage State varies varies Median Conseq. lognormal lognormal Conseq. Distribution 0.37 0.37 Conseq. Dispersion
DS1 DS2 Damage Quantity [100 EA] Cost [USD_2011] * * * * Energy
0 500 1000 1500 2000 DS1 DS2 Damage State 865 865 Median Conseq. lognormal lognormal Conseq. Distribution 0.44 0.44 Conseq. Dispersion
DS1 DS2 Energy [MJ] * * Time
0 2 4 6 0 0.2 0.4 0.6 0.8 1 1.2 DS1 DS2 Damage State varies varies Median Conseq. lognormal lognormal Conseq. Distribution 0.44 0.44 Conseq. Dispersion
DS1 DS2 Damage Quantity [100 EA] Time [worker_day] * * * * D.40.11.033a | Fire Sprinkler Drop Standard Threaded Steel - Dropping into unbraced lay-in tile SOFT ceiling - 6 ft. long drop maximum, SDC D, E, or F
Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum
Construction Quality: Normal
Seismic Installation Conditions: SDC D,E,F (high seismic design)
Notes: One failure is expected per 100 units. Allowance included for MEP modifications for repair.
Suggested Block Size: 100 EA
The following repair consequences are available for this model:
Carbon
0 20 40 60 80 100 120 140 160 180 DS1 Damage State 75 Median Conseq. lognormal Conseq. Distribution 0.44 Conseq. Dispersion
DS1 Carbon [kg] * Cost
0 2 4 6 0 200 400 600 800 DS1 Damage State varies Median Conseq. lognormal Conseq. Distribution 0.37 Conseq. Dispersion
DS1 Damage Quantity [100 EA] Cost [USD_2011] * * Energy
0 500 1000 1500 2000 DS1 Damage State 865 Median Conseq. lognormal Conseq. Distribution 0.44 Conseq. Dispersion
DS1 Energy [MJ] * Time
0 2 4 6 0 0.2 0.4 0.6 0.8 1 1.2 DS1 Damage State varies Median Conseq. lognormal Conseq. Distribution 0.44 Conseq. Dispersion
DS1 Damage Quantity [100 EA] Time [worker_day] * * D.40.11.034a | Fire Sprinkler Drop Standard Threaded Steel - Dropping into unbraced lay-in tile SOFT ceiling - 6 ft. long drop maximum, SDC D, E, or F (OSHPD or sim)
Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum
Construction Quality: Special Regulation (e.g. OSHPD) for sprinkler installations
Seismic Installation Conditions: SDC D,E,F (high seismic design)
Notes: One failure is expected per 100 units. Allowance included for MEP modifications for repair.
Suggested Block Size: 100 EA
The following repair consequences are available for this model:
Carbon
0 20 40 60 80 100 120 140 160 180 DS1 Damage State 75 Median Conseq. lognormal Conseq. Distribution 0.44 Conseq. Dispersion
DS1 Carbon [kg] * Cost
0 2 4 6 0 200 400 600 800 DS1 Damage State varies Median Conseq. lognormal Conseq. Distribution 0.37 Conseq. Dispersion
DS1 Damage Quantity [100 EA] Cost [USD_2011] * * Energy
0 500 1000 1500 2000 DS1 Damage State 865 Median Conseq. lognormal Conseq. Distribution 0.44 Conseq. Dispersion
DS1 Energy [MJ] * Time
0 2 4 6 0 0.2 0.4 0.6 0.8 1 1.2 DS1 Damage State varies Median Conseq. lognormal Conseq. Distribution 0.44 Conseq. Dispersion
DS1 Damage Quantity [100 EA] Time [worker_day] * * D.40.11.041a | Fire Sprinkler Drop Standard Threaded Steel - Dropping into unbraced lay-in tile HARD ceiling - 6 ft. long drop maximum, SDC A or B
Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum
Construction Quality: Normal
Seismic Installation Conditions: SDC A or B (no seismic design)
Notes: One failure is expected per 100 units. Allowance included for MEP modifications for repair.
Suggested Block Size: 100 EA
The following repair consequences are available for this model:
Carbon
0 20 40 60 80 100 120 140 160 180 DS1 DS2 Damage State 75 75 Median Conseq. lognormal lognormal Conseq. Distribution 0.44 0.44 Conseq. Dispersion
DS1 DS2 Carbon [kg] * * Cost
0 2 4 6 0 200 400 600 800 DS1 DS2 Damage State varies varies Median Conseq. lognormal lognormal Conseq. Distribution 0.37 0.37 Conseq. Dispersion
DS1 DS2 Damage Quantity [100 EA] Cost [USD_2011] * * * * Energy
0 500 1000 1500 2000 DS1 DS2 Damage State 865 865 Median Conseq. lognormal lognormal Conseq. Distribution 0.44 0.44 Conseq. Dispersion
DS1 DS2 Energy [MJ] * * Time
0 2 4 6 0 0.2 0.4 0.6 0.8 1 1.2 DS1 DS2 Damage State varies varies Median Conseq. lognormal lognormal Conseq. Distribution 0.44 0.44 Conseq. Dispersion
DS1 DS2 Damage Quantity [100 EA] Time [worker_day] * * * * D.40.11.042a | Fire Sprinkler Drop Standard Threaded Steel - Dropping into unbraced lay-in tile HARD ceiling - 6 ft. long drop maximum, SDC C
Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum
Construction Quality: Normal
Seismic Installation Conditions: SDC C (low seismic design)
Notes: One failure is expected per 100 units. Allowance included for MEP modifications for repair.
Suggested Block Size: 100 EA
The following repair consequences are available for this model:
Carbon
0 20 40 60 80 100 120 140 160 180 DS1 DS2 Damage State 75 75 Median Conseq. lognormal lognormal Conseq. Distribution 0.44 0.44 Conseq. Dispersion
DS1 DS2 Carbon [kg] * * Cost
0 2 4 6 0 200 400 600 800 DS1 DS2 Damage State varies varies Median Conseq. lognormal lognormal Conseq. Distribution 0.37 0.37 Conseq. Dispersion
DS1 DS2 Damage Quantity [100 EA] Cost [USD_2011] * * * * Energy
0 500 1000 1500 2000 DS1 DS2 Damage State 865 865 Median Conseq. lognormal lognormal Conseq. Distribution 0.44 0.44 Conseq. Dispersion
DS1 DS2 Energy [MJ] * * Time
0 2 4 6 0 0.2 0.4 0.6 0.8 1 1.2 DS1 DS2 Damage State varies varies Median Conseq. lognormal lognormal Conseq. Distribution 0.44 0.44 Conseq. Dispersion
DS1 DS2 Damage Quantity [100 EA] Time [worker_day] * * * * D.40.11.053a | Fire Sprinkler Drop Standard Threaded Steel - Dropping into braced lay-in tile SOFT ceiling - 6 ft. long drop maximum, SDC D, E, or F
Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum
Construction Quality: Normal
Seismic Installation Conditions: SDC D,E,F (high seismic design)
Notes: One failure is expected per 100 units. Allowance included for MEP modifications for repair.
Suggested Block Size: 100 EA
The following repair consequences are available for this model:
Carbon
0 20 40 60 80 100 120 140 160 180 DS1 DS2 Damage State 75 75 Median Conseq. lognormal lognormal Conseq. Distribution 0.44 0.44 Conseq. Dispersion
DS1 DS2 Carbon [kg] * * Cost
0 2 4 6 0 200 400 600 800 DS1 DS2 Damage State varies varies Median Conseq. lognormal lognormal Conseq. Distribution 0.37 0.37 Conseq. Dispersion
DS1 DS2 Damage Quantity [100 EA] Cost [USD_2011] * * * * Energy
0 500 1000 1500 2000 DS1 DS2 Damage State 865 865 Median Conseq. lognormal lognormal Conseq. Distribution 0.44 0.44 Conseq. Dispersion
DS1 DS2 Energy [MJ] * * Time
0 2 4 6 0 0.2 0.4 0.6 0.8 1 1.2 DS1 DS2 Damage State varies varies Median Conseq. lognormal lognormal Conseq. Distribution 0.44 0.44 Conseq. Dispersion
DS1 DS2 Damage Quantity [100 EA] Time [worker_day] * * * * D.40.11.054a | Fire Sprinkler Drop Standard Threaded Steel - Dropping into braced lay-in tile SOFT ceiling - 6 ft. long drop maximum, SDC D, E, or F (OSHPD or sim)
Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum
Construction Quality: Special Regulation (e.g. OSHPD) for sprinkler installations
Seismic Installation Conditions: SDC D,E,F (high seismic design)
Notes: One failure is expected per 100 units. Allowance included for MEP modifications for repair.
Suggested Block Size: 100 EA
The following repair consequences are available for this model:
Carbon
0 20 40 60 80 100 120 140 160 180 DS1 DS2 Damage State 75 75 Median Conseq. lognormal lognormal Conseq. Distribution 0.44 0.44 Conseq. Dispersion
DS1 DS2 Carbon [kg] * * Cost
0 2 4 6 0 200 400 600 800 DS1 DS2 Damage State varies varies Median Conseq. lognormal lognormal Conseq. Distribution 0.37 0.37 Conseq. Dispersion
DS1 DS2 Damage Quantity [100 EA] Cost [USD_2011] * * * * Energy
0 500 1000 1500 2000 DS1 DS2 Damage State 865 865 Median Conseq. lognormal lognormal Conseq. Distribution 0.44 0.44 Conseq. Dispersion
DS1 DS2 Energy [MJ] * * Time
0 2 4 6 0 0.2 0.4 0.6 0.8 1 1.2 DS1 DS2 Damage State varies varies Median Conseq. lognormal lognormal Conseq. Distribution 0.44 0.44 Conseq. Dispersion
DS1 DS2 Damage Quantity [100 EA] Time [worker_day] * * * * D.40.11.063a | Fire Sprinkler Drop Standard Threaded Steel - Dropping into braced lay-in tile HARD ceiling - 6 ft. long drop maximum, SDC D, E, or F
Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum
Construction Quality: Normal
Seismic Installation Conditions: SDC D,E,F (high seismic design)
Notes: One failure is expected per 100 units. Allowance included for MEP modifications for repair.
Suggested Block Size: 100 EA
The following repair consequences are available for this model:
Carbon
0 20 40 60 80 100 120 140 160 180 DS1 DS2 Damage State 75 75 Median Conseq. lognormal lognormal Conseq. Distribution 0.44 0.44 Conseq. Dispersion
DS1 DS2 Carbon [kg] * * Cost
0 2 4 6 0 200 400 600 800 DS1 DS2 Damage State varies varies Median Conseq. lognormal lognormal Conseq. Distribution 0.37 0.37 Conseq. Dispersion
DS1 DS2 Damage Quantity [100 EA] Cost [USD_2011] * * * * Energy
0 500 1000 1500 2000 DS1 DS2 Damage State 865 865 Median Conseq. lognormal lognormal Conseq. Distribution 0.44 0.44 Conseq. Dispersion
DS1 DS2 Energy [MJ] * * Time
0 2 4 6 0 0.2 0.4 0.6 0.8 1 1.2 DS1 DS2 Damage State varies varies Median Conseq. lognormal lognormal Conseq. Distribution 0.44 0.44 Conseq. Dispersion
DS1 DS2 Damage Quantity [100 EA] Time [worker_day] * * * * D.40.11.064a | Fire Sprinkler Drop Standard Threaded Steel - Dropping into braced lay-in tile HARD ceiling - 6 ft. long drop maximum, SDC D, E, or F (OSHPD or sim)
Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum
Construction Quality: Special Regulation (e.g. OSHPD) for sprinkler installations
Seismic Installation Conditions: SDC D,E,F (high seismic design)
Notes: One failure is expected per 100 units. Allowance included for MEP modifications for repair.
Suggested Block Size: 100 EA
The following repair consequences are available for this model:
Carbon
0 20 40 60 80 100 120 140 160 180 DS1 DS2 Damage State 75 75 Median Conseq. lognormal lognormal Conseq. Distribution 0.44 0.44 Conseq. Dispersion
DS1 DS2 Carbon [kg] * * Cost
0 2 4 6 0 200 400 600 800 DS1 DS2 Damage State varies varies Median Conseq. lognormal lognormal Conseq. Distribution 0.37 0.37 Conseq. Dispersion
DS1 DS2 Damage Quantity [100 EA] Cost [USD_2011] * * * * Energy
0 500 1000 1500 2000 DS1 DS2 Damage State 865 865 Median Conseq. lognormal lognormal Conseq. Distribution 0.44 0.44 Conseq. Dispersion
DS1 DS2 Energy [MJ] * * Time
0 2 4 6 0 0.2 0.4 0.6 0.8 1 1.2 DS1 DS2 Damage State varies varies Median Conseq. lognormal lognormal Conseq. Distribution 0.44 0.44 Conseq. Dispersion
DS1 DS2 Damage Quantity [100 EA] Time [worker_day] * * * * D.40.11.071a | Fire Sprinkler Drop Standard Threaded Steel - No Ceiling - 6 ft. long drop maximum, SDC A or B
Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum
Construction Quality: Normal
Seismic Installation Conditions: SDC A, B ( no seismic design)
Notes: One failure is expected per 100 units. Allowance included for MEP modifications for repair.
Suggested Block Size: 100 EA
The following repair consequences are available for this model:
Carbon
0 20 40 60 80 100 120 140 160 180 DS1 DS2 Damage State 75 75 Median Conseq. lognormal lognormal Conseq. Distribution 0.44 0.44 Conseq. Dispersion
DS1 DS2 Carbon [kg] * * Cost
0 2 4 6 0 200 400 600 800 DS1 DS2 Damage State varies varies Median Conseq. lognormal lognormal Conseq. Distribution 0.37 0.37 Conseq. Dispersion
DS1 DS2 Damage Quantity [100 EA] Cost [USD_2011] * * * * Energy
0 500 1000 1500 2000 DS1 DS2 Damage State 865 865 Median Conseq. lognormal lognormal Conseq. Distribution 0.44 0.44 Conseq. Dispersion
DS1 DS2 Energy [MJ] * * Time
0 2 4 6 0 0.2 0.4 0.6 0.8 1 1.2 DS1 DS2 Damage State varies varies Median Conseq. lognormal lognormal Conseq. Distribution 0.44 0.44 Conseq. Dispersion
DS1 DS2 Damage Quantity [100 EA] Time [worker_day] * * * * D.40.11.072a | Fire Sprinkler Drop Standard Threaded Steel - No Ceiling - 6 ft. long drop maximum, SDC C
Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum
Construction Quality: Normal
Seismic Installation Conditions: SDC C ( low seismic design)
Notes: One failure is expected per 100 units. Allowance included for MEP modifications for repair.
Suggested Block Size: 100 EA
The following repair consequences are available for this model:
Carbon
0 20 40 60 80 100 120 140 160 180 DS1 DS2 Damage State 75 75 Median Conseq. lognormal lognormal Conseq. Distribution 0.44 0.44 Conseq. Dispersion
DS1 DS2 Carbon [kg] * * Cost
0 2 4 6 0 200 400 600 800 DS1 DS2 Damage State varies varies Median Conseq. lognormal lognormal Conseq. Distribution 0.37 0.37 Conseq. Dispersion
DS1 DS2 Damage Quantity [100 EA] Cost [USD_2011] * * * * Energy
0 500 1000 1500 2000 DS1 DS2 Damage State 865 865 Median Conseq. lognormal lognormal Conseq. Distribution 0.44 0.44 Conseq. Dispersion
DS1 DS2 Energy [MJ] * * Time
0 2 4 6 0 0.2 0.4 0.6 0.8 1 1.2 DS1 DS2 Damage State varies varies Median Conseq. lognormal lognormal Conseq. Distribution 0.44 0.44 Conseq. Dispersion
DS1 DS2 Damage Quantity [100 EA] Time [worker_day] * * * * D.40.11.073a | Fire Sprinkler Drop Standard Threaded Steel - No Ceiling - 6 ft. long drop maximum, SDC D, E, or F
Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum
Construction Quality: Normal
Seismic Installation Conditions: SDC D,E,F (high seismic design)
Notes: One failure is expected per 100 units. Allowance included for MEP modifications for repair.
Suggested Block Size: 100 EA
The following repair consequences are available for this model:
Carbon
0 20 40 60 80 100 120 140 160 180 DS1 DS2 Damage State 75 75 Median Conseq. lognormal lognormal Conseq. Distribution 0.44 0.44 Conseq. Dispersion
DS1 DS2 Carbon [kg] * * Cost
0 2 4 6 0 200 400 600 800 DS1 DS2 Damage State varies varies Median Conseq. lognormal lognormal Conseq. Distribution 0.37 0.37 Conseq. Dispersion
DS1 DS2 Damage Quantity [100 EA] Cost [USD_2011] * * * * Energy
0 500 1000 1500 2000 DS1 DS2 Damage State 865 865 Median Conseq. lognormal lognormal Conseq. Distribution 0.44 0.44 Conseq. Dispersion
DS1 DS2 Energy [MJ] * * Time
0 2 4 6 0 0.2 0.4 0.6 0.8 1 1.2 DS1 DS2 Damage State varies varies Median Conseq. lognormal lognormal Conseq. Distribution 0.44 0.44 Conseq. Dispersion
DS1 DS2 Damage Quantity [100 EA] Time [worker_day] * * * * D.40.11.074a | Fire Sprinkler Drop Standard Threaded Steel - No Ceiling - 6 ft. long drop maximum, SDC D, E, or F (OSHPD or sim)
Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum
Construction Quality: Special Regulation (e.g. OSHPD) for sprinkler installations
Seismic Installation Conditions: SDC D,E,F ( high seismic design)
Notes: One failure is expected per 100 units. Allowance included for MEP modifications for repair.
Suggested Block Size: 100 EA
The following repair consequences are available for this model:
Carbon
0 20 40 60 80 100 120 140 160 180 DS1 DS2 Damage State 75 75 Median Conseq. lognormal lognormal Conseq. Distribution 0.44 0.44 Conseq. Dispersion
DS1 DS2 Carbon [kg] * * Cost
0 2 4 6 0 200 400 600 800 DS1 DS2 Damage State varies varies Median Conseq. lognormal lognormal Conseq. Distribution 0.37 0.37 Conseq. Dispersion
DS1 DS2 Damage Quantity [100 EA] Cost [USD_2011] * * * * Energy
0 500 1000 1500 2000 DS1 DS2 Damage State 865 865 Median Conseq. lognormal lognormal Conseq. Distribution 0.44 0.44 Conseq. Dispersion
DS1 DS2 Energy [MJ] * * Time
0 2 4 6 0 0.2 0.4 0.6 0.8 1 1.2 DS1 DS2 Damage State varies varies Median Conseq. lognormal lognormal Conseq. Distribution 0.44 0.44 Conseq. Dispersion
DS1 DS2 Damage Quantity [100 EA] Time [worker_day] * * * *