The beam shown in Figure Q.2 consists of a W610 x 140 structural steel wide-flange shape [E = 200 GPa; /= 1120 × 106 mm4]. If w= 64 kN/m and P= 126 kN, determine: A AY, V 1.5 m B W 3.5 m Figure Q.2 P C 2.5 m D
The beam shown in Figure Q.2 consists of a W610 x 140 structural steel wide-flange shape [E = 200 GPa; /= 1120 × 106 mm4]. If w= 64 kN/m and P= 126 kN, determine: A AY, V 1.5 m B W 3.5 m Figure Q.2 P C 2.5 m D
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Calculate the magnitude of the maximum bending stress in the beam. Enter your answer in MPa to two decimal places
![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= 64 kN/m and P= 126 kN,
determine:
A
▲Y, V
1.5 m
B
W
3.5 m
Figure Q.2
P
TVI
с
2.5 m
D
X](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb27cb9df-68b6-4c6c-824c-1166a13a3bca%2Fbb45ec50-4417-4fbf-a8ed-24c5a887f097%2Ff9gnrni_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= 64 kN/m and P= 126 kN,
determine:
A
▲Y, V
1.5 m
B
W
3.5 m
Figure Q.2
P
TVI
с
2.5 m
D
X
![g) Calculate the magnitude of the maximum bending stress in the beam. Enter your answer in MPa to two decimal places](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb27cb9df-68b6-4c6c-824c-1166a13a3bca%2Fbb45ec50-4417-4fbf-a8ed-24c5a887f097%2Ff5vnrla_processed.png&w=3840&q=75)
Transcribed Image Text:g) Calculate the magnitude of the maximum bending stress in the beam. Enter your answer in MPa to two decimal places
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Step 1: Introducing given data
VIEWStep 2: Taking reaction at B as redundant
VIEWStep 3: Calculate vertical reaction at A for simply supported beam AD for udl & load
VIEWStep 4: Using double integration method to calculate deflection at B due to udl w
VIEWStep 5: Using double integration method to calculate deflection at B due to load P
VIEWStep 6: Using double integration method to calculate deflection at B due to reaction By
VIEWStep 7: Calculate reaction at B
VIEWStep 8: Calculate max moment
VIEWStep 9: Calculate max bending stress
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