For the beam shown below, assume that E/= 6 x 104 kN-m² is constant through the length of the beam. If a = 4 m, b= 7 m and c= 3 m and the distributed load w = 5.7 kN/m: a) determine beam slope at C. Enter your answer in rad to 5 decimal places. a B W b H
For the beam shown below, assume that E/= 6 x 104 kN-m² is constant through the length of the beam. If a = 4 m, b= 7 m and c= 3 m and the distributed load w = 5.7 kN/m: a) determine beam slope at C. Enter your answer in rad to 5 decimal places. a B W b H
International Edition---engineering Mechanics: Statics, 4th Edition
4th Edition
ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
Publisher:Andrew Pytel And Jaan Kiusalaas
Chapter9: Moments And Products Of Inertia Of Areas
Section: Chapter Questions
Problem 9.16P: Figure (a) shows the cross-sectional dimensions for the structural steel section known as C1020...
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![X
For the beam shown below, assume that E/= 6 × 104 kN-m² is constant through the length of the beam. If a = 4 m, b = 7 m and c = 3 m and the
distributed load w = 5.7 kN/m:
a) determine beam slope at C. Enter your answer in rad to 5 decimal places.
a
B
W
b
C
с
H
X](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F819262e1-c67a-4578-ac8f-cebe2479cda8%2F1a5b358b-0745-4128-9373-b9ba103cc2bb%2F4k66xtd_processed.jpeg&w=3840&q=75)
Transcribed Image Text:X
For the beam shown below, assume that E/= 6 × 104 kN-m² is constant through the length of the beam. If a = 4 m, b = 7 m and c = 3 m and the
distributed load w = 5.7 kN/m:
a) determine beam slope at C. Enter your answer in rad to 5 decimal places.
a
B
W
b
C
с
H
X
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Thank you for the help, may you also help me with part b please?
![b) determine the beam deflection at point H. Enter your answer in mm to 2 decimal places.](https://content.bartleby.com/qna-images/question/819262e1-c67a-4578-ac8f-cebe2479cda8/252f4b24-26bb-4f30-a259-77b36e7b0b37/1xfwi4a_thumbnail.jpeg)
Transcribed Image Text:b) determine the beam deflection at point H. Enter your answer in mm to 2 decimal places.
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