H.W Draw the influence lines for the vertical reactions at supports A, C, and E, the shear just to the right of support C, and the bending moment at point B of the beam shown in Fig. Hinge B C D F10 ft-+10 ft-+20 ft 20 ft- Draw the influence lines for the vertical reactions at supports A and E , the reaction moment at support A, the shear at point B, and the bending moment at point D of the beam shown in Fig. Hinge B D E -5 ft +5 ft -+5 ft 5 ft --5 ft - Draw the influence lines for the vertical reactions at supports A C the shear at point B, of the beam shown in Fig determine the maximum upward reaction at support C due to a 50 kN concentrated live load. Hinge Hinge B 4 m 10 m 4 m 4 m m

H.W Draw the influence lines for the vertical reactions at supports A, C, and E, the shear just to the right of support C, and the bending moment at point B of the beam shown in Fig. Hinge B C D F10 ft-+10 ft-+20 ft 20 ft- Draw the influence lines for the vertical reactions at supports A and E , the reaction moment at support A, the shear at point B, and the bending moment at point D of the beam shown in Fig. Hinge B D E -5 ft +5 ft -+5 ft 5 ft --5 ft - Draw the influence lines for the vertical reactions at supports A C the shear at point B, of the beam shown in Fig determine the maximum upward reaction at support C due to a 50 kN concentrated live load. Hinge Hinge B 4 m 10 m 4 m 4 m m

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Concept explainers

Bending Moment

In general, we can define the bending moment as the reaction induced when a certain amount of load or force is applied to an element which makes it bend.

Question

%V1
i H.W influ...
H.W
Draw the influence lines for the vertical reactions at
supports A, C, and E, the shear just to the right of
support C, and the bending moment at point B of
the beam shown in Fig.
Hinge
B
C
D
-10 ft--10 ft--
-20 ft
-20 ft
Draw the influence lines for the vertical reactions at supports A and E
the reaction moment at support A, the shear at point B,
and the bending moment at point D of the beam shown in Fig.
Hinge
В
D
E
A
F
-5 ft - 5 ft - 5 ft --5 ft 5 ft -
Draw the influence lines for the vertical reactions at supports A C
the shear at point B, of the beam shown in Fig
determine the maximum upward reaction at support C
due to a 50 kN concentrated live load.
Hinge
Hinge
B
E
-4 m-
4 m +
10 m
+ 4 m+4 m-

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