For the open tank with piezometers attached on one side as shown. Find the difference in elevations of the liquid surfaces in the piezometers A and B. 0.625 m а. b. 0.845 m С. 0.146 m d. 0.378 m 2.5 m S = 0.75 IB 0.25 2 m 2.5 m S= 1.0 PADILLA REVIEW CENTER 2 m S = 1.5 ONLINE

For the open tank with piezometers attached on one side as shown. Find the difference in elevations of the liquid surfaces in the piezometers A and B. 0.625 m а. b. 0.845 m С. 0.146 m d. 0.378 m 2.5 m S = 0.75 IB 0.25 2 m 2.5 m S= 1.0 PADILLA REVIEW CENTER 2 m S = 1.5 ONLINE

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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Question

Problem 8 thanks

l Globe
10:42 PM
O 62% 4
Done
REVHY05-PS
A sharp crested rectangular weir has a length 5 times
its head. If the discharge of the weir is 3.25 m3/s, Cw
= 0.8, compute the length of weir.
а.
2.12 m
b.
2.46 m
С.
3.88 m
d.
2.98 m
PADILLA
REVIEW CENTER
ONLINE
cn # (0922) 8 777 211
SUBJECT CODE: REVHY05
PROBLEM 8:
For the open tank with piezometers attached on one
side as shown. Find the difference in elevations of the
liquid surfaces in the piezometers A and B.
0.625 m
а.
b.
0.845 m
С.
0.146 m
d.
0.378 m
2.5 m
S= 0.75
0.25
2m
2.5 m
S= 1.0
PADILLA
REVIEW CENTER
ONLINE
2 m
S= 1.5
cp # (0922) 8 777 211
SUBJECT CODE: REVHY05
PROBLEM 9:
A cylindrical vessel 0.80 in diameter filled with water
is rotated about its vertical axis such that the tangent
to the water surface at a distance of 0.2 m from the

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