What is the Area at A1? (the shaded portion) 367.5 KN-m² 643.125 KN-m² 120.0 KN-m² 735.0 KN-m²   What is the Area at A2? (the shaded portion) –214.375 KN-m² –40.0 KN-m² –625.0 KN-m² –321.563 KN-m²   What is the Area at A3? (the shaded portion) 16.875 KN-m² 135.0 KN-m² 40.0 KN-m² 25.313 KN-m²

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The reaction at A is 60.0 KN-m and the reaction at D is 60.0 KN-m

The moment due to the reaction force at A is 120.0 KN-m

The moment due to the adjusted line load is -60.0 KN-m

the moment due to line load that cancels out the additional load from the adjusted line load is 60.0 KN-m

QUESTIONS (Please see 2nd attached photo for reference) 

What is the Area at A1? (the shaded portion)

367.5 KN-m²

643.125 KN-m²

120.0 KN-m²

735.0 KN-m²

 

What is the Area at A2? (the shaded portion)

–214.375 KN-m²

–40.0 KN-m²

–625.0 KN-m²

–321.563 KN-m²

 

What is the Area at A3? (the shaded portion)

16.875 KN-m²

135.0 KN-m²

40.0 KN-m²

25.313 KN-m²

 

 

 

 

What is the deviation of point A to the tangent drawn from the midspan, tA/Midspan

 

What is the deflection at midspan, δmidspan?

 

 

 

2 m
4.
A1
*
A2
3.
5.
3 m
2 m
Transcribed Image Text:2 m 4. A1 * A2 3. 5. 3 m 2 m
A
w = 30 kN/m
↓↓↓↓↓↓
2 m
B
*
3 m
w = 30 kN/m
↓↓↓↓↓↓
C
2 m
D
Transcribed Image Text:A w = 30 kN/m ↓↓↓↓↓↓ 2 m B * 3 m w = 30 kN/m ↓↓↓↓↓↓ C 2 m D
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