b. 44.760 d. 79.767 Question 1-A Question 1-B Question 1-C O Question 1-D Question 2-A Question 2-B O Question 2-C O Question 2-D O Question 3-A Question 3-B Question 3-C

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
a.
76.977
c. 47.640
b.
44.760
d. 79.767
O Question 1-A
O Question 1-B
O Question 1-C
O Question 1-D
O Question 2-A
O Question 2-B
O Question 2-C
O Question 2-D
O Question 3-A
O Question 3-B
O Question 3-C
O Question 3-D
A Click Submit to complete this assessment.
ASUS
Transcribed Image Text:a. 76.977 c. 47.640 b. 44.760 d. 79.767 O Question 1-A O Question 1-B O Question 1-C O Question 1-D O Question 2-A O Question 2-B O Question 2-C O Question 2-D O Question 3-A O Question 3-B O Question 3-C O Question 3-D A Click Submit to complete this assessment. ASUS
Question 48
Different types of weirs are to be tested to determine the discharge for a head of 2.66 m. Determine the resulting discharge, in mls.
1. Rectangular Weir, L = 5.55 m., Cd = 0.996
la.
70.816
c. 44.303
b. 68.683
d. 44.033
2. Triangular Weir, 0 = 66°, Cd = 0.904
a. 55.353
c. 16.004
b
53.355
d. 14.600
3. Trapezoidal Weir, 0/2 = 14.036°, L = 5.55 m., Cdrec = 0.996, Cdtri = 0.904
la. 76.977
c. 47.640
b.
44.760
d. 79.767
O Question 1-A
O Question 1-B
O Question 1-C
O Question 1-D
O Question 2-A
ASUS
Transcribed Image Text:Question 48 Different types of weirs are to be tested to determine the discharge for a head of 2.66 m. Determine the resulting discharge, in mls. 1. Rectangular Weir, L = 5.55 m., Cd = 0.996 la. 70.816 c. 44.303 b. 68.683 d. 44.033 2. Triangular Weir, 0 = 66°, Cd = 0.904 a. 55.353 c. 16.004 b 53.355 d. 14.600 3. Trapezoidal Weir, 0/2 = 14.036°, L = 5.55 m., Cdrec = 0.996, Cdtri = 0.904 la. 76.977 c. 47.640 b. 44.760 d. 79.767 O Question 1-A O Question 1-B O Question 1-C O Question 1-D O Question 2-A ASUS
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