Q2- Draw the influence lines for the vertical reactions at supports B and D, shear and bending moment at point C for the given continues beam shown in Figure 2. determine the maximum positive and negative shears and the maximum positive and negative bending moments at point C due to a concentrated live load of X₂ kN, a uniformly distributed live load of 2X₁ kN/m, and a uniformly distributed dead load of X₁ kN/m. A X1 = 100.8 2X1=201.6 X2= 549 -5 m- B -6 m- C Figure 2 -4 m- D H -3 m- E -4 m- F
Q2- Draw the influence lines for the vertical reactions at supports B and D, shear and bending moment at point C for the given continues beam shown in Figure 2. determine the maximum positive and negative shears and the maximum positive and negative bending moments at point C due to a concentrated live load of X₂ kN, a uniformly distributed live load of 2X₁ kN/m, and a uniformly distributed dead load of X₁ kN/m. A X1 = 100.8 2X1=201.6 X2= 549 -5 m- B -6 m- C Figure 2 -4 m- D H -3 m- E -4 m- F
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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Question
![Figure 1
Q2- Draw the influence lines for the vertical reactions at supports B and D, shear and bending moment at point C
for the given continues beam shown in Figure 2. determine the maximum positive and negative shears and the
maximum positive and negative bending moments at point C due to a concentrated live load of X₂ kN, a uniformly
distributed live load of 2X₁ kN/m, and a uniformly distributed dead load of X₁ kN/m.
A
X1 = 100.8
2X1= 201.6
X2= 549
-5 m-
B
-6 m-
C
Figure 2
-4 m-
D
d
-3 m-
E
-4 m-
F](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Feea720aa-0949-4c96-a42a-9c23b2a369f7%2Fa43f0ddc-7e0c-4c68-856a-bbb5813e4288%2Ffcq0s6g_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Figure 1
Q2- Draw the influence lines for the vertical reactions at supports B and D, shear and bending moment at point C
for the given continues beam shown in Figure 2. determine the maximum positive and negative shears and the
maximum positive and negative bending moments at point C due to a concentrated live load of X₂ kN, a uniformly
distributed live load of 2X₁ kN/m, and a uniformly distributed dead load of X₁ kN/m.
A
X1 = 100.8
2X1= 201.6
X2= 549
-5 m-
B
-6 m-
C
Figure 2
-4 m-
D
d
-3 m-
E
-4 m-
F
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