Please solve deflection and slope at point C using the method of superposition in the given image. Note:hand written solution not allowed
Please solve deflection and slope at point C using the method of superposition in the given image. Note:hand written solution not allowed
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Please solve deflection and slope at point C using the method of superposition in the given image.
Note:hand written solution not allowed
![Question 4
A cantilever steel beam ABC has a 50 x 50 mm square cross-section over AB, and 40 x 40 mm square
cross-section over BC. The shaft carries a distributed load, w = 100 N/m, over AB and a
concentrated point load, P = 500 N, at C.
Using method of your choice (Macaulay
slope and the deflection at C.
Assume: E = 200 GPa
Answer: 8 = -0.22 mm, 8c = 7.43.10-4 rad
'n Staalbalk ABC het 'n vierkantige deursnit van 50 x 50 mm oor AB en 40 x 40 mm vierkantige
deursnee oor BC. Die skag dra 'n verspreide las, w = 100 N/m, oor AB en 'n gekonsentreerde
puntlas, P = 500 N, by C.
integration/Superposition/Moment-area), determine the
Gebruik die metode van jou keuse (Macaulay-integrasie/Superposisie/Moment-area), bepaal die
helling en die defleksie by C.
Aanvaar: E = 200 GPa
Antwoord: 8 = -0.22 mm, 8c = 7.43 10 rad
0.3 m
B
0.2 m
P
с](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ffc0b4b17-cdb8-408a-87fa-377ceda7820f%2Feb095312-cb8c-4749-a0d7-67fc6ad2bac8%2Fyxlvhmo_processed.png&w=3840&q=75)
Transcribed Image Text:Question 4
A cantilever steel beam ABC has a 50 x 50 mm square cross-section over AB, and 40 x 40 mm square
cross-section over BC. The shaft carries a distributed load, w = 100 N/m, over AB and a
concentrated point load, P = 500 N, at C.
Using method of your choice (Macaulay
slope and the deflection at C.
Assume: E = 200 GPa
Answer: 8 = -0.22 mm, 8c = 7.43.10-4 rad
'n Staalbalk ABC het 'n vierkantige deursnit van 50 x 50 mm oor AB en 40 x 40 mm vierkantige
deursnee oor BC. Die skag dra 'n verspreide las, w = 100 N/m, oor AB en 'n gekonsentreerde
puntlas, P = 500 N, by C.
integration/Superposition/Moment-area), determine the
Gebruik die metode van jou keuse (Macaulay-integrasie/Superposisie/Moment-area), bepaal die
helling en die defleksie by C.
Aanvaar: E = 200 GPa
Antwoord: 8 = -0.22 mm, 8c = 7.43 10 rad
0.3 m
B
0.2 m
P
с
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