for no. 1. what is the Force diagram of the polefor no. 5. What is the magnitude of the tension in cable DB? A 10-m steel pole is subjected to a trapezoidal wind loading along the negative x-axis as shown. The 60-kg pole is held in equilibrium bya ball and socket joint at C and two cables, DA and DB.70N/mE40N/m4m▲3mD7mA4m6m6mB 2. Which of the following equilibrium equations correctly relates the tension forces TDA and TDB based on the force diagram?ΣFx = 0:ΣMx = 0:=A.6B.* Tax (+) + Too (11) = 0TDA=TDB*TOM () (7) - ToB (1) (7) - 0TDAΣF₂ == 0:ΣΜΖ == 0:D.46(²)(7) - TDBCy - TDA(77)-Wpole = 0D-Tas (+) (7) - Tau (1) (7) = 0TDBC + X3. What is the magnitude and location of the equivalent concentrated load representing the wind load?700 N applied 4.29 m above C + X4. Which of the following is the CORRECT summation of moments about the z-axis?HINT: Use "force multiplied by perpendicular distance"A. Pwind(h) - TDAX(7) - TDBX(7) + TDAZ(7) - TDBZ(7) = 0B. Pwind(h) - TDAX(7) - TDBX(7) = 0C. Pwind(h) - TDA(7) - TDB(7) = 0D. Wpole (5) - TDAY (7) - TDBY(7) = 0

Answered: Image /qna-images/answer/565635ba-29be-4d4d-89ac-0cbd7c852b26.jpg

2. Which of the following equilibrium equations correctly relates the tension forces TDA and TDB based on the force diagram? ΣΕx = 0: ΣΜ. = 0: B. A. ^ Tox (2) + Tax (11) = 0 TDA TDB *TDA (1) (2)-Too () (7) - 0 = TDB ΣF, = 0: ΣΜ, = 0: D. C. (17) - Wpole -TDA Cy - TDA - TDB = 0 (7) - TDB (₁₁) (7) = 0 9 9 11 C + X 3. What is the magnitude and location of the equivalent concentrated load representing the wind load? 700 N applied 4.29 m above C X 4. Which of the following is the CORRECT summation of moments about the z-axis? HINT: Use "force multiplied by perpendicular distance" A. Pwind(h) - TDAX(7) - TDBX(7) + TDAZ(7) - TDBZ(7) = 0 B. Pwind(h) - TDAX(7) - TDBX(7) = 0 C. Pwind(h) - TDA(7) - TDB(7) = 0 D. Wpole (5) - TDAY (7) - TDBY(7) = 0

2. Which of the following equilibrium equations correctly relates the tension forces TDA and TDB based on the force diagram? ΣΕx = 0: ΣΜ. = 0: B. A. ^ Tox (2) + Tax (11) = 0 TDA TDB *TDA (1) (2)-Too () (7) - 0 = TDB ΣF, = 0: ΣΜ, = 0: D. C. (17) - Wpole -TDA Cy - TDA - TDB = 0 (7) - TDB (₁₁) (7) = 0 9 9 11 C + X 3. What is the magnitude and location of the equivalent concentrated load representing the wind load? 700 N applied 4.29 m above C X 4. Which of the following is the CORRECT summation of moments about the z-axis? HINT: Use "force multiplied by perpendicular distance" A. Pwind(h) - TDAX(7) - TDBX(7) + TDAZ(7) - TDBZ(7) = 0 B. Pwind(h) - TDAX(7) - TDBX(7) = 0 C. Pwind(h) - TDA(7) - TDB(7) = 0 D. Wpole (5) - TDAY (7) - TDBY(7) = 0

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Concept explainers

Axial Load

When a bar of the uniform cross-section is acted by a load, such that the load acts along the longitudinal axis of the bar, such kinds of loadings are known as axial loadings. In general terms, a load is an external force acting on a component. An axial load acts perpendicular to the geometric cross-section of the component. Based on the direction of the application of the load, an axial load can be tensile or compressive. The analysis of bodies under the action of axial loads is generally studied under the branch of mechanics, known as statics.

Question

for no. 1. what is the Force diagram of the pole

for no. 5. What is the magnitude of the tension in cable DB?

A 10-m steel pole is subjected to a trapezoidal wind loading along the negative x-axis as shown. The 60-kg pole is held in equilibrium by
a ball and socket joint at C and two cables, DA and DB.
70N/m
E
40N/m
4m
▲
3m
D
7m
A
4m
6m
6m
B

2. Which of the following equilibrium equations correctly relates the tension forces TDA and TDB based on the force diagram?
ΣFx = 0:
ΣMx = 0:
=
A.
6
B.
* Tax (+) + Too (11) = 0
TDA
=
TDB
*TOM () (7) - ToB (1) (7) - 0
TDA
ΣF₂ =
= 0:
ΣΜΖ =
= 0:
D.
4
6
(²)
(7) - TDB
Cy - TDA
(77)-
Wpole = 0
D-Tas (+) (7) - Tau (1) (7) = 0
TDB
C + X
3. What is the magnitude and location of the equivalent concentrated load representing the wind load?
700 N applied 4.29 m above C + X
4. Which of the following is the CORRECT summation of moments about the z-axis?
HINT: Use "force multiplied by perpendicular distance"
A. Pwind(h) - TDAX(7) - TDBX(7) + TDAZ(7) - TDBZ(7) = 0
B. Pwind(h) - TDAX(7) - TDBX(7) = 0
C. Pwind(h) - TDA(7) - TDB(7) = 0
D. Wpole (5) - TDAY (7) - TDBY(7) = 0

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