1. In a balanced 3 phase wye connected system. the line voltage and the corresponding phase voltage are displaced from each other by---- a. 0 Б. 30 с. 90 d.120 2. The phase sequence of a three phase system is BCA. The other possible phase sequence can be, a. CBA Б. САВ с. АСВ d.BAC 3. Find the line voltage Uap if Upu = 265.6cis31 and AB BN phase sequence is BCA. a. 460cis-203 b. 460cis-113 ç. 460cis-83 d. 460cis-53

Introductory Circuit Analysis (13th Edition)
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ISBN:9780133923605
Author:Robert L. Boylestad
Publisher:Robert L. Boylestad
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1. In a balanced 3 phase wye connected system.
the line voltage and the corresponding phase
voltage are displaced from each other
by-------
a. 0
Ь. 30
с. 90
d.120
2. The phase sequence of a three phase system is
BCA. The other possible phase sequence can
be_---
a. CBA
Ь. CАВ
с. АСВ d.BAC
3. Find the line voltage Ugp if Upy = 265.6cis31 and
AB
BN
phase sequence is BCA.
a. 460cis-203
460cis-83
b. 460cis-113
d. 460cis-53
с.
Transcribed Image Text:1. In a balanced 3 phase wye connected system. the line voltage and the corresponding phase voltage are displaced from each other by------- a. 0 Ь. 30 с. 90 d.120 2. The phase sequence of a three phase system is BCA. The other possible phase sequence can be_--- a. CBA Ь. CАВ с. АСВ d.BAC 3. Find the line voltage Ugp if Upy = 265.6cis31 and AB BN phase sequence is BCA. a. 460cis-203 460cis-83 b. 460cis-113 d. 460cis-53 с.
Problem 3
A triangular dam has a vertical upstream face 30
m. high from the horizontal base. The depth of
water is 27 m. on the vertical face. If concrete
weighs 23.5 kN/m³.
1. Determine the minimum width of the base
such that the resultant force falls within the
middle thirds, neglecting hydrostatic uplift.
2. What is the minimum coefficient of friction to
prevent sliding?
3. What is the shearing stress at the depth of 10
m above the horizontal base.
Transcribed Image Text:Problem 3 A triangular dam has a vertical upstream face 30 m. high from the horizontal base. The depth of water is 27 m. on the vertical face. If concrete weighs 23.5 kN/m³. 1. Determine the minimum width of the base such that the resultant force falls within the middle thirds, neglecting hydrostatic uplift. 2. What is the minimum coefficient of friction to prevent sliding? 3. What is the shearing stress at the depth of 10 m above the horizontal base.
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