From the structure shown. E = 200 Gpa, I = 200x10^6 mm^4. Let Q = 25 2EI 4 m QkN B * ΕΙ Hinge 3 m 1.5Q kNm 1. Calculate the deflection at B in mm. [Select] 2. Determine the slope at the left of B. [Select] 3. Determine the slope at the right of B. [Select] < < <

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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From the structure shown. E = 200 Gpa, I = 200x10^6 mm^4.
Let Q = 25
2EI
4 m
QkN
B
*
ΕΙ
Hinge
3 m
1.5Q kNm
1. Calculate the deflection at B in mm. [Select]
2. Determine the slope at the left of B.
[Select]
3. Determine the slope at the right of B. [Select]
<
<
<
Transcribed Image Text:From the structure shown. E = 200 Gpa, I = 200x10^6 mm^4. Let Q = 25 2EI 4 m QkN B * ΕΙ Hinge 3 m 1.5Q kNm 1. Calculate the deflection at B in mm. [Select] 2. Determine the slope at the left of B. [Select] 3. Determine the slope at the right of B. [Select] < < <
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