Q3 Gate AB in Fig. 3-5(a) is 4 ft wide and is hinged at A. Gage G reads -2.17 psi, and oil of specific gravity 0.750 is in the right-hand tank. What horizontal force must be applied at B for equilibrium of gate AB? Air IWS 5.01' A Water 18' 3.30' 4' Oil 15,000 lb 3370 lb 6' B F (a) (h) ---

Q3 Gate AB in Fig. 3-5(a) is 4 ft wide and is hinged at A. Gage G reads -2.17 psi, and oil of specific gravity 0.750 is in the right-hand tank. What horizontal force must be applied at B for equilibrium of gate AB? Air IWS 5.01' A Water 18' 3.30' 4' Oil 15,000 lb 3370 lb 6' B F (a) (h) ---

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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Concept explainers

Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?

Question

7:17
B/s
Q3 GATE.png
>
Q*Gate AB in Fig. 3-5(a) is 4 ft wide and is hinged at A. Gage G reads -2.17 psi, and oil of
specific gravity 0.750 is in the right-hand tank. What horizontal force must be applied at B for
equilibrium of gate AB?
Air
IwS
5.01'
A
A,
Water
18'
3.30'
4'
Oil
15,000 lb
3370 lb
6'
В
F
(a)
(b)
Fig. 3-5

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