A. UTORE 氣 MANILA: Room 206, JPD Building, CEBU: 4/F J. Martinez Bldg., O: (02)5167559 (Manila) (032)254-9967 (Cebu) Telephone Number. TAKE HOME EXAM - Theory of S SITUATION: AS shown in the figure below 13. A. 10 kN/m 10 kN TS C. 7m 1. Determine the reaction at B in kN. A. 55.5 B.42.5 C. 39.5 D. 35.5 A. 2. Determine the reaction at A in kN. B.30.2 A.36.1 C.37.3 D. 41.7 3. Determine the moment at A in kN-m. A. 55.25 C. 40.25 1. A. B.46.25 D. 36.25 4. Determine the slope at B in rad. Let E= 200 GPa and I 3000x10 mm4 A. 0.00001579 B.0.00003182 C.0.00002549 D. 0.00005514 1. 5. Determine the slope at C in rad. Let E = 200 GPa and I = 3000x10&mm A. 0.00006158 B. 0.00005921 C.0.00004816 6. Determine the deflection at C in mm. Let E = 200 GPa and I = 3000x10@mm A. 0.1524 B. 0.1023 C. 0.1584 D. 0.2264 SITUATION: As shown in the figure below, P=10 kN w=20 kN/m
A. UTORE 氣 MANILA: Room 206, JPD Building, CEBU: 4/F J. Martinez Bldg., O: (02)5167559 (Manila) (032)254-9967 (Cebu) Telephone Number. TAKE HOME EXAM - Theory of S SITUATION: AS shown in the figure below 13. A. 10 kN/m 10 kN TS C. 7m 1. Determine the reaction at B in kN. A. 55.5 B.42.5 C. 39.5 D. 35.5 A. 2. Determine the reaction at A in kN. B.30.2 A.36.1 C.37.3 D. 41.7 3. Determine the moment at A in kN-m. A. 55.25 C. 40.25 1. A. B.46.25 D. 36.25 4. Determine the slope at B in rad. Let E= 200 GPa and I 3000x10 mm4 A. 0.00001579 B.0.00003182 C.0.00002549 D. 0.00005514 1. 5. Determine the slope at C in rad. Let E = 200 GPa and I = 3000x10&mm A. 0.00006158 B. 0.00005921 C.0.00004816 6. Determine the deflection at C in mm. Let E = 200 GPa and I = 3000x10@mm A. 0.1524 B. 0.1023 C. 0.1584 D. 0.2264 SITUATION: As shown in the figure below, P=10 kN w=20 kN/m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Can i have the solution for this situation.Thank you
![A.
UTORE
氣
MANILA: Room 206, JPD Building,
CEBU: 4/F J. Martinez Bldg., O:
(02)5167559 (Manila)
(032)254-9967 (Cebu)
Telephone Number.
TAKE HOME EXAM - Theory of S
SITUATION: AS shown in the figure below
13.
A.
10 kN/m
10 kN
TS
C.
7m
1. Determine the reaction at B in kN.
A. 55.5
B.42.5
C. 39.5
D. 35.5
A.
2. Determine the reaction at A in kN.
B.30.2
A.36.1
C.37.3
D. 41.7
3. Determine the moment at A in kN-m.
A. 55.25
C. 40.25
1.
A.
B.46.25
D. 36.25
4. Determine the slope at B in rad. Let E= 200 GPa and I 3000x10 mm4
A. 0.00001579
B.0.00003182
C.0.00002549
D. 0.00005514
1.
5. Determine the slope at C in rad. Let E = 200 GPa and I = 3000x10&mm
A. 0.00006158
B. 0.00005921
C.0.00004816
6. Determine the deflection at C in mm. Let E = 200 GPa and I =
3000x10@mm
A. 0.1524
B. 0.1023
C. 0.1584
D. 0.2264
SITUATION: As shown in the figure below,
P=10 kN
w=20 kN/m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F92a2eaff-6ae7-4508-86fc-9228ea55a013%2Fe7ee57cc-b7f3-4e05-973a-23083f04d531%2Fh5fac0c.jpeg&w=3840&q=75)
Transcribed Image Text:A.
UTORE
氣
MANILA: Room 206, JPD Building,
CEBU: 4/F J. Martinez Bldg., O:
(02)5167559 (Manila)
(032)254-9967 (Cebu)
Telephone Number.
TAKE HOME EXAM - Theory of S
SITUATION: AS shown in the figure below
13.
A.
10 kN/m
10 kN
TS
C.
7m
1. Determine the reaction at B in kN.
A. 55.5
B.42.5
C. 39.5
D. 35.5
A.
2. Determine the reaction at A in kN.
B.30.2
A.36.1
C.37.3
D. 41.7
3. Determine the moment at A in kN-m.
A. 55.25
C. 40.25
1.
A.
B.46.25
D. 36.25
4. Determine the slope at B in rad. Let E= 200 GPa and I 3000x10 mm4
A. 0.00001579
B.0.00003182
C.0.00002549
D. 0.00005514
1.
5. Determine the slope at C in rad. Let E = 200 GPa and I = 3000x10&mm
A. 0.00006158
B. 0.00005921
C.0.00004816
6. Determine the deflection at C in mm. Let E = 200 GPa and I =
3000x10@mm
A. 0.1524
B. 0.1023
C. 0.1584
D. 0.2264
SITUATION: As shown in the figure below,
P=10 kN
w=20 kN/m
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