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

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Step 1: The influence lines for the vertical reactions at supports B and D

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