Problem 2. Reynolds Transport Theorem. kir with a density of 0.0644 Ib.-m./cu. ft is flowing upward in the vertical duct, as shown. The velocity at he inlet (station 1) is 80 ft/sec. The area ratio between stations 1 and 2 is 0.5 A2/A1 = 0.5). Two pressure taps, 10 ft apart, are connected to a manometer, as shown. The specific veight of the manometer liquid is 120 Ib.f./cu. ft. Find the deflection, Ah, of the manometer. Note:1 slug = 32.2 lb.-m., and to convert slugs to Ib.-f., multiply by 32.2 ft/s^2. Acceleration due to gravity, g= 32.2 ft/s^2. 10 ft

Problem 2. Reynolds Transport Theorem. kir with a density of 0.0644 Ib.-m./cu. ft is flowing upward in the vertical duct, as shown. The velocity at he inlet (station 1) is 80 ft/sec. The area ratio between stations 1 and 2 is 0.5 A2/A1 = 0.5). Two pressure taps, 10 ft apart, are connected to a manometer, as shown. The specific veight of the manometer liquid is 120 Ib.f./cu. ft. Find the deflection, Ah, of the manometer. Note:1 slug = 32.2 lb.-m., and to convert slugs to Ib.-f., multiply by 32.2 ft/s^2. Acceleration due to gravity, g= 32.2 ft/s^2. 10 ft

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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