20 kN/m ↓↓↓↓ 5m 30 kN 5 m 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.
20 kN/m ↓↓↓↓ 5m 30 kN 5 m 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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text:20 kN/m
5 m
30 kN
5 m
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 Jallow = 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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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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