The beam shown in the figure has a rectangular cross-section 4 inches wide by 8 inches deep. Compute the value of P that will limit the midspan deflection to 0.5inch. Use E = 1.5x10^6 psi.w = 2774 Ib/ftPP- 2ft10ft2ftUsing Conjugate Beam Method:A cantilever beam having a span of 6m is subjected to a concentrated load of 244 N at a distance 3m from the fixed end. Determine the slope and deflection at the free end of the beam.Write your final answers in terms of El|

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The beam shown in the figure has a rectangular cross-section 4 inches wide by 8 inches deep. Compute the value of P that will limit the midspan deflection to 0.5inch. Use E = 1.5x10^6 psi. w = 2774 Ib/ft P P - 2ft 10ft 2ft Using Conjugate Beam Method:

The beam shown in the figure has a rectangular cross-section 4 inches wide by 8 inches deep. Compute the value of P that will limit the midspan deflection to 0.5inch. Use E = 1.5x10^6 psi. w = 2774 Ib/ft P P - 2ft 10ft 2ft Using Conjugate Beam Method:

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

The beam shown in the figure has a rectangular cross-section 4 inches wide by 8 inches deep. Compute the value of P that will limit the midspan deflection to 0.5inch. Use E = 1.5x10^6 psi.
w = 2774 Ib/ft
P
P
- 2ft
10ft
2ft
Using Conjugate Beam Method:
A cantilever beam having a span of 6m is subjected to a concentrated load of 244 N at a distance 3m from the fixed end. Determine the slope and deflection at the free end of the beam.
Write your final answers in terms of El
|

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