a. For the beam shown below, determine the slope at point C. E=15,000 MPa, I= 2x10^8 mm4. Use area moment method. a. 4. 124 degrees b. 3.784 degrees c. 1.439 degrees d. 2.106 degrees b. For the beam shown below, determine the deflection at point B. E=15,000 MPa and I= 2x10^8 mm4. Use area-moment method. a -90.453 mm b -73.248 mm c -53.876 mm d -87.876 mm c. Determine the maximum deflection from the loading shown below. E=15,000 MPa and I=2x10^8 mm4. Use area-moment method. a 45.67 mm b 54.98 mm c 73.25 mm d 67.94 mm
a. For the beam shown below, determine the slope at point C. E=15,000 MPa, I= 2x10^8 mm4. Use area moment method. a. 4. 124 degrees b. 3.784 degrees c. 1.439 degrees d. 2.106 degrees b. For the beam shown below, determine the deflection at point B. E=15,000 MPa and I= 2x10^8 mm4. Use area-moment method. a -90.453 mm b -73.248 mm c -53.876 mm d -87.876 mm c. Determine the maximum deflection from the loading shown below. E=15,000 MPa and I=2x10^8 mm4. Use area-moment method. a 45.67 mm b 54.98 mm c 73.25 mm d 67.94 mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
a. For the beam shown below, determine the slope at point C. E=15,000 MPa, I= 2x10^8 mm4. Use area moment method.
a. |
4. 124 degrees |
b. |
3.784 degrees |
c. |
1.439 degrees |
d. |
2.106 degrees |
b. For the beam shown below, determine the deflection at point B. E=15,000 MPa and I= 2x10^8 mm4. Use area-moment method.
a |
-90.453 mm |
b |
-73.248 mm |
c |
-53.876 mm |
d |
-87.876 mm |
c. Determine the maximum deflection from the loading shown below. E=15,000 MPa and I=2x10^8 mm4. Use area-moment method.
a |
45.67 mm |
b |
54.98 mm |
c |
73.25 mm |
d |
67.94 mm |
![60KN
B
4.2m
3m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F445cb09e-12b5-4142-8a34-680ba0cbb290%2Fc73414b0-4068-4f30-b06a-875ff6539e86%2Ffy5rlmg_processed.png&w=3840&q=75)
Transcribed Image Text:60KN
B
4.2m
3m
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