Determine the required water supply flow volume (gpm) required for a planned development that will have a population of 13,000 people and a fire demand based on a 10,000 ft² upholstering shop built of frame construction. What is the needed fire flow (gpm) and duration (hrs)? How large of a reservoir or storage tank is needed (gal)? Provide answers to 0 decimal places. Design supply flow: Needed Fire Flow: NFF should be rounded: to nearest 250 gpm (1000 Lpm) if < 2500 gpm (9000 Lpm) to nearest 500 gpm (2000 Lpm) if2 2500 gpm (9000 Lpm) NFF: Commercial construction, 500 gpm (2000 Lpm) NFF ≤ 12000 gpm (45000 Lpm) 1- and 2-family dwellings of 1 or 2 stories, use NFF listed in Table 3.5 Other habitable buildings, NFF 3500 gpm (13000 Lpm) Calculated value of C should be rounded to nearest 250 gpm (1000 Lpm) Minimum value of C: 500 gpm (2000 Lpm) Maximum value of C: 8000 gpm (30,000 Lpm) for construction classes 1 and 2 6000 gpm (23,000 Lpm) for construction classes 3, 4, 5, and 6 6000 gpm (23,000 Lpm) for a one-story building of any class NFF duration: Storage capacity: gpm gpm hrs gál

Determine the required water supply flow volume (gpm) required for a planned development that will have a population of 13,000 people and a fire demand based on a 10,000 ft² upholstering shop built of frame construction. What is the needed fire flow (gpm) and duration (hrs)? How large of a reservoir or storage tank is needed (gal)? Provide answers to 0 decimal places. Design supply flow: Needed Fire Flow: NFF should be rounded: to nearest 250 gpm (1000 Lpm) if < 2500 gpm (9000 Lpm) to nearest 500 gpm (2000 Lpm) if2 2500 gpm (9000 Lpm) NFF: Commercial construction, 500 gpm (2000 Lpm) NFF ≤ 12000 gpm (45000 Lpm) 1- and 2-family dwellings of 1 or 2 stories, use NFF listed in Table 3.5 Other habitable buildings, NFF 3500 gpm (13000 Lpm) Calculated value of C should be rounded to nearest 250 gpm (1000 Lpm) Minimum value of C: 500 gpm (2000 Lpm) Maximum value of C: 8000 gpm (30,000 Lpm) for construction classes 1 and 2 6000 gpm (23,000 Lpm) for construction classes 3, 4, 5, and 6 6000 gpm (23,000 Lpm) for a one-story building of any class NFF duration: Storage capacity: gpm gpm hrs gál

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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