The W610 x 82 beam shown above has a Young’s modulus of ? = 200 GPa, an allowable bending stress of ?????? = 300 MPa and an allowable shear stress of ?????? = 150 MPa. a) Draw the SFD and BMD of the beam and indicate ???? and ????. b) Determine if the beam is sufficiently strong to support the applied loads. c) Assuming that the beam is sufficient, what is the vertical deflection and slope at the free end?
The W610 x 82 beam shown above has a Young’s modulus of ? = 200 GPa, an allowable bending stress of ?????? = 300 MPa and an allowable shear stress of ?????? = 150 MPa. a) Draw the SFD and BMD of the beam and indicate ???? and ????. b) Determine if the beam is sufficiently strong to support the applied loads. c) Assuming that the beam is sufficient, what is the vertical deflection and slope at the free end?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The W610 x 82 beam shown above has a Young’s modulus of ? = 200 GPa, an allowable bending stress of ?????? = 300 MPa and an allowable shear stress of ?????? = 150 MPa.
a) Draw the SFD and BMD of the beam and indicate ???? and ????.
b) Determine if the beam is sufficiently strong to support the applied loads.
c) Assuming that the beam is sufficient, what is the vertical deflection and slope at the free end?
![Question 3:
20 kN/m
↓↓
5m
30 kN
5m
10 kN
W610 x 82
The W610 x 82 beam shown above has a Young's modulus of E = 200 GPa, an allowable bending
stress of Fallow = 300 MPa and an allowable shear stress of Tallow = 150 MPa.
a) Draw the SFD and BMD of the beam and indicate Mmax and Vmax-
b) Determine if the beam is sufficiently strong to support the applied loads.
c) Assuming that the beam is sufficient, what is the vertical deflection and slope at the free end?](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ff683c9df-66dc-454e-b746-c7ec9f099a92%2F42f9fc92-ac3b-4f9a-8ebd-5b3edf313c13%2Fuckvcnq_processed.png&w=3840&q=75)
Transcribed Image Text:Question 3:
20 kN/m
↓↓
5m
30 kN
5m
10 kN
W610 x 82
The W610 x 82 beam shown above has a Young's modulus of E = 200 GPa, an allowable bending
stress of Fallow = 300 MPa and an allowable shear stress of Tallow = 150 MPa.
a) Draw the SFD and BMD of the beam and indicate Mmax and Vmax-
b) Determine if the beam is sufficiently strong to support the applied loads.
c) Assuming that the beam is sufficient, what is the vertical deflection and slope at the free end?
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Step 1: Given:
VIEWStep 2: a) Draw the SFD and BMD of the beam:
VIEWStep 3: b) Determine if the beam is sufficiently strong to support the applied loads:
VIEWStep 4: c) The vertical deflection and slope at the free end:
VIEWStep 5: Calculation of integration constants:
VIEWStep 6: Calculation of slope and deflection at free end:
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