STRUCTURAL THEORY Show complete solution for better understanding In the frame shown in figure below 3 m 20 kN 5m 1. Compute for the reaction at D 17.5 KN 20 KN 15 KN 12.5 KN 2. Compute for the moment at AB 100 kN cw 100 kN ccw 15 kN -- 36.9 mm 32.8 mm 87.5 kN cw 87.5 kN ccw 3. Compute for the horizontal deflection at C 21.7 mm 25.8 mm 5m 8m El=constant E = 200 GPa /= 1200(10) mm*
STRUCTURAL THEORY Show complete solution for better understanding In the frame shown in figure below 3 m 20 kN 5m 1. Compute for the reaction at D 17.5 KN 20 KN 15 KN 12.5 KN 2. Compute for the moment at AB 100 kN cw 100 kN ccw 15 kN -- 36.9 mm 32.8 mm 87.5 kN cw 87.5 kN ccw 3. Compute for the horizontal deflection at C 21.7 mm 25.8 mm 5m 8m El=constant E = 200 GPa /= 1200(10) mm*
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:STRUCTURAL THEORY
Show complete solution for better understanding
In the frame shown in figure below
3 m
20 kN
5m
1. Compute for the reaction at D
17.5 KN
20 KN
15 KN
12.5 KN
2. Compute for the moment at AB
100 kN cw
100 kN ccw
15 kN
-|-
36.9 mm
32.8 mm
87.5 kN cw
87.5 kN ccw
3. Compute for the horizontal deflection at C
21.7 mm
25.8 mm
5m
8m
El=constant
E=200 GPa
/= 1200(10) mm*
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