5 kip 7.5 kip 9'-6" 3'-0" b. 2 kip Figure B. 3.2 kip 3 kip 4.6 kip 5'-0" 5'-0" Figure A. Figure C. 1. In Figure A., What is the axial force in the column between points c. and d.? 2. Given a round column with an axial load of 10 kips and a radius of 6 inches, what is the axial stress in the Column? 3. In Figure B, what is the vertical reaction at point a?
5 kip 7.5 kip 9'-6" 3'-0" b. 2 kip Figure B. 3.2 kip 3 kip 4.6 kip 5'-0" 5'-0" Figure A. Figure C. 1. In Figure A., What is the axial force in the column between points c. and d.? 2. Given a round column with an axial load of 10 kips and a radius of 6 inches, what is the axial stress in the Column? 3. In Figure B, what is the vertical reaction at point a?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![5 kip
7.5 kip
9'-6"
3'-0"
b.
2 kip
Figure B.
3.2 kip
3 kip
4.6 kip
5'-0"
5'-0"
Figure A.
Figure C.
1. In Figure A., What is the axial force in the column between points c. and d.?
2. Given a round column with an axial load of 10 kips and a radius of 6 inches, what is the axial stress in the
Column?
3. In Figure B, what is the vertical reaction at point a?
4. In Figure B, what is the horizontal reaction at point a?
4. In Figure C, what is the moment at the support?
5. Given a rectangular beam with a width of 6 inches and a depth of 14", what is the maximum axial stress
on the section under an applied moment of 27 ft-kips?
6. Given a rectangular beam with a width of 12 inches and a depth of 18 inches, what is the maximum
shear stress on the section under a shear force of 52 kips.
7. If a beam's deflection is 1.5" under an applied force of 10 kips, what is the deflection if the applied force
is increased to 18 kips?
8. If a rectangular beam is 20 inches deep and has a shear of 15 kips and a moment of 20 ft-kips, what is
the distance from the top of the beam to the point of maximum shear stress? What is the distance from
the top of the beam to the point of maximum axial stress?
Page 1 of 1](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F20330b47-be2c-4109-9802-f4d6d511580f%2F7476852b-d202-4cb6-9a51-b95bb67f9ea4%2Furonjih_processed.jpeg&w=3840&q=75)
Transcribed Image Text:5 kip
7.5 kip
9'-6"
3'-0"
b.
2 kip
Figure B.
3.2 kip
3 kip
4.6 kip
5'-0"
5'-0"
Figure A.
Figure C.
1. In Figure A., What is the axial force in the column between points c. and d.?
2. Given a round column with an axial load of 10 kips and a radius of 6 inches, what is the axial stress in the
Column?
3. In Figure B, what is the vertical reaction at point a?
4. In Figure B, what is the horizontal reaction at point a?
4. In Figure C, what is the moment at the support?
5. Given a rectangular beam with a width of 6 inches and a depth of 14", what is the maximum axial stress
on the section under an applied moment of 27 ft-kips?
6. Given a rectangular beam with a width of 12 inches and a depth of 18 inches, what is the maximum
shear stress on the section under a shear force of 52 kips.
7. If a beam's deflection is 1.5" under an applied force of 10 kips, what is the deflection if the applied force
is increased to 18 kips?
8. If a rectangular beam is 20 inches deep and has a shear of 15 kips and a moment of 20 ft-kips, what is
the distance from the top of the beam to the point of maximum shear stress? What is the distance from
the top of the beam to the point of maximum axial stress?
Page 1 of 1
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