Calculate the value of the deflection at point B due to concentrated load P in the form Calculate the vertical reaction at support D. Calculate the vertical reaction at support A.
Calculate the value of the deflection at point B due to concentrated load P in the form Calculate the vertical reaction at support D. Calculate the vertical reaction at support A.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Calculate the value of the deflection at point B due to concentrated load P in the form
Calculate the vertical reaction at support D.
Calculate the vertical reaction at support A.
Find the maximum bending moment in the beam
Calculate the magnitude maximum bending stress in the beam.
![The beam shown in Figure Q.2 consists of a W610 × 140 structural steel wide-flange shape [E = 200 GPa; /= 1120 × 106 mm4]. If w=66 kN/m
and P= 127 kN, determine:
A
AY, V
1.5 m
B
Note: E/ will cancel out in further calculations.
W
3.5 m
P
UB =
IVI
C
2.5 m
D
Figure Q.2
Part A: The reactions at A, B, and D. Choose the reaction force at B as the redundant; therefore, the released beam is simply supported
between A and D.
a) Calculate the value of the deflection at point B due to uniformly distributed load win the form
numerator
ΕΙ
X](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F3b497692-09d0-4e90-ab4c-5761fa076576%2Fcd016715-950b-4a6f-8e36-eeec518ddb9c%2Fwlw8jd_processed.png&w=3840&q=75)
Transcribed Image Text:The beam shown in Figure Q.2 consists of a W610 × 140 structural steel wide-flange shape [E = 200 GPa; /= 1120 × 106 mm4]. If w=66 kN/m
and P= 127 kN, determine:
A
AY, V
1.5 m
B
Note: E/ will cancel out in further calculations.
W
3.5 m
P
UB =
IVI
C
2.5 m
D
Figure Q.2
Part A: The reactions at A, B, and D. Choose the reaction force at B as the redundant; therefore, the released beam is simply supported
between A and D.
a) Calculate the value of the deflection at point B due to uniformly distributed load win the form
numerator
ΕΙ
X
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