A rectangular sluice gate, 3 m high and 2.4 m wide, can slide up and down between vertical guides. Its vertical movement is controlled by a screw which, together with the weight of the gate, exerts a downward force of 4000 N in the centre-line of the sluice. When it is nearly closed, the gate encounters an obstacle at a point 460 mm from one end of the lower edge. If the coefficient of friction between the edges of the gate and the guides is f=0.25, calculate the thrust tending to crush the obstacle. The gate is shown in Fig. 4.4.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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2400 mm
P.
A rectangular sluice gate, 3 m high and 2.4 m wide, can slide up and down
between vertical guides. Its vertical movement is controlled by a screw
which, together with the weight of the gate, exerts a downward force of
4000 N in the centre-line of the sluice. When it is nearly closed, the gate
encounters an obstacle at a point 460 mm from one end of the lower edge. If
the coefficient of friction between the edges of the gate and the guides is
f=0.25, calculate the thrust tending to crush the obstacle. The gate is shown
in Fig. 4.4.
1950 mm
Figure 4.4
Transcribed Image Text:2400 mm P. A rectangular sluice gate, 3 m high and 2.4 m wide, can slide up and down between vertical guides. Its vertical movement is controlled by a screw which, together with the weight of the gate, exerts a downward force of 4000 N in the centre-line of the sluice. When it is nearly closed, the gate encounters an obstacle at a point 460 mm from one end of the lower edge. If the coefficient of friction between the edges of the gate and the guides is f=0.25, calculate the thrust tending to crush the obstacle. The gate is shown in Fig. 4.4. 1950 mm Figure 4.4
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