The reaction at point A is 8.0kN The reaction at point C is 12kN For item #3. What is the moment due to the reaction force at point A? 24.0 KN-m 36.0 KN-m 30.0 KN-m 40.0 KN-m 2. What is the Area at A1? 36.0 KN-m² 54.0 KN-m² 45.0 KN-m² 60.0 KN-m² 3. What is the Area at A2? 24.0 KN-m² 36.0 KN-m² 30.0 KN-m² 60.0 KN-m²

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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The reaction at point A is 8.0kN

The reaction at point C is 12kN

  1. For item #3. What is the moment due to the reaction force at point A?

24.0 KN-m

36.0 KN-m

30.0 KN-m

40.0 KN-m

2. What is the Area at A1?

36.0 KN-m²

54.0 KN-m²

45.0 KN-m²

60.0 KN-m²

3. What is the Area at A2?

24.0 KN-m²

36.0 KN-m²

30.0 KN-m²

60.0 KN-m²

3 m
A1
B
3.
A2
2 m
C
Transcribed Image Text:3 m A1 B 3. A2 2 m C
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GIVEN:

The reaction at point A is 8kN

The reaction at point C is 12kN

Moment due to the reaction force at point A is 40kN

Area A1 is 36kN-m^2

Area A2 is 24kN-M^2 

Please see attached image for the questions

39. Using CONJUGATE BEAM METHOD, what is the reaction of the conjugate beam at point A?
1
ΕΙ
1
ΕΙ
ΕΙ
1
EI
1
ΕΙ
1
ΕΙ
40. Using CONJUGATE BEAM METHOD, what is the reaction of the conjugate beam at point C?
1
(32.0)KN m² downward
ΕΙ
(40.0)KN m² downward
1
ΕΙ
(28.0) KN m² downward
1
ΕΙ
(35.0)KN
(42.4)KN
1
ΕΙ
1
(48.0)KN m² downward
EI
What is the deflection at point B, SB?
(-48.0)KN - m³
1
ΕΙ
m² downward
m² downward
(42.0)KN m² downward
(17.6)KN m² downward
(-60.0)KN - m³
(-72.0)KN - m³
(36.0)KN - m³
Transcribed Image Text:39. Using CONJUGATE BEAM METHOD, what is the reaction of the conjugate beam at point A? 1 ΕΙ 1 ΕΙ ΕΙ 1 EI 1 ΕΙ 1 ΕΙ 40. Using CONJUGATE BEAM METHOD, what is the reaction of the conjugate beam at point C? 1 (32.0)KN m² downward ΕΙ (40.0)KN m² downward 1 ΕΙ (28.0) KN m² downward 1 ΕΙ (35.0)KN (42.4)KN 1 ΕΙ 1 (48.0)KN m² downward EI What is the deflection at point B, SB? (-48.0)KN - m³ 1 ΕΙ m² downward m² downward (42.0)KN m² downward (17.6)KN m² downward (-60.0)KN - m³ (-72.0)KN - m³ (36.0)KN - m³
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