30 x 66 structural steel wide-flange shape [E = 200 GPa;/= 351 × 106 mm4]. Deter 295 kN-m, w = 110 kN/m, P = 190 kN, MD = 200 kN-M, LAB = 4.6 m, LBc = 2.3 m, LCD
30 x 66 structural steel wide-flange shape [E = 200 GPa;/= 351 × 106 mm4]. Deter 295 kN-m, w = 110 kN/m, P = 190 kN, MD = 200 kN-M, LAB = 4.6 m, LBc = 2.3 m, LCD
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
b9
![Current Attempt in Progress
The simply supported beam consists of a W530 × 66 structural steel wide-flange shape [E = 200 GPa; 1 = 351 × 106 mm²]. Determine
the beam deflection at point C. Assume MA = 295 kN-m, w = 110 kN/m, P = 190 kN, Mp=200 kN-m, LAB = 4.6 m, LBC = 2.3 m, LcD = 3.5
m.
P
W
Mp
|C
LAB
MA
Answer:
Vc=
B
mm
LBC
LCD
D
X](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F7f86de2a-ef27-4082-b5bc-fe2c7012b4a1%2F87272fe7-eeb8-4aa5-b4ac-6b729e8061a7%2Fd2rp1q_processed.png&w=3840&q=75)
Transcribed Image Text:Current Attempt in Progress
The simply supported beam consists of a W530 × 66 structural steel wide-flange shape [E = 200 GPa; 1 = 351 × 106 mm²]. Determine
the beam deflection at point C. Assume MA = 295 kN-m, w = 110 kN/m, P = 190 kN, Mp=200 kN-m, LAB = 4.6 m, LBC = 2.3 m, LcD = 3.5
m.
P
W
Mp
|C
LAB
MA
Answer:
Vc=
B
mm
LBC
LCD
D
X
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please solve this too same problem different values (ln9)
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Current Attempt in Progress
The simply supported beam consists of a W530 × 66 structural steel wide-flange shape [E = 200 GPa; 1= 351 × 106 mm4]. Determine
the beam deflection at point C. Assume MA = 265 kN-m, w = 80 kN/m, P = 150 kN, MD = 195 kN-M, LAB = 3.6 m, LBc 1.8 m, LcD = 2.7 m.
W
Mp
MA
B
C
LAB
Answer:
Vc =
mm
LBC
LCD
D
X](https://content.bartleby.com/qna-images/question/7f86de2a-ef27-4082-b5bc-fe2c7012b4a1/3817dfaa-7a61-4c6a-b73b-109c98f13309/e6lcc7s_thumbnail.png)
Transcribed Image Text:View Policies
Show Attempt History
Current Attempt in Progress
The simply supported beam consists of a W530 × 66 structural steel wide-flange shape [E = 200 GPa; 1= 351 × 106 mm4]. Determine
the beam deflection at point C. Assume MA = 265 kN-m, w = 80 kN/m, P = 150 kN, MD = 195 kN-M, LAB = 3.6 m, LBc 1.8 m, LcD = 2.7 m.
W
Mp
MA
B
C
LAB
Answer:
Vc =
mm
LBC
LCD
D
X
Solution
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