A beam of uniform flexural stiffness El and span L is simply-supported at its ends as shown in Figure Q2(a); it carries a uniformly distributed vertical load of w per unit length, which induces bending in the yz plane only. Then the reactions at the ends are each equal to 0.5 (wL); if z is measured from the end C, the bending moment at a distance z from C is

A beam of uniform flexural stiffness El and span L is simply-supported at its ends as shown in Figure Q2(a); it carries a uniformly distributed vertical load of w per unit length, which induces bending in the yz plane only. Then the reactions at the ends are each equal to 0.5 (wL); if z is measured from the end C, the bending moment at a distance z from C is

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

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Question

Q2 (a)_A beam of uniform flexural stiffness EI and span L is simply-supported at its ends as
shown in Figure Q2(a); it carries a uniformly distributed vertical load of w per unit
length, which induces bending in the yz plane only. Then the reactions at the ends are
each equal to 0.5 (wL); if z is measured from the end C, the bending moment at a distance
z from C is
1
M = - WLz
2
1
Find the maximum deflection, vmax
w/unit length
† t't t
wL
2
WL
2
Figure Q2 (a)
|

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