W1 W2 B C. X1 X2 X3 X4 Given: X1 = m X2 = 3 X3 = 2.5 m X4 = 6. P- 15 kN 28 kN/m 28 kN/m E - 250 GPa 1500 X 106 mm Settlements: @ Joint B 10 (downwards) mm @ Joint C 35 (downwards) mm @ Joint D 20 (downwards) mm a.) What is the slope at B? b.) What is the slope at C?

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Determine the following using Slope Deflection Method.
W1
W2
A
B
C
ealth
- of
2
X1
X2
X3
X4
ENTS
Given:
TO-
X1 =
X2=
3
wey
X3 =
2.5
X4 =
6.
m
P =
15
kN
W1 =
28
kN/m
W2 =
28
kN/m
E =
250 GPa
| =
1500 X 10 mm
Settlements:
@ Joint B
10
(downwards)
mm
@ Joint C
35
mm
(downwards)
@ Joint D
20
(downwards)
mm
a.) What is the slope at B?
b.) What is the slope at C?
E EE E
Transcribed Image Text:Determine the following using Slope Deflection Method. W1 W2 A B C ealth - of 2 X1 X2 X3 X4 ENTS Given: TO- X1 = X2= 3 wey X3 = 2.5 X4 = 6. m P = 15 kN W1 = 28 kN/m W2 = 28 kN/m E = 250 GPa | = 1500 X 10 mm Settlements: @ Joint B 10 (downwards) mm @ Joint C 35 mm (downwards) @ Joint D 20 (downwards) mm a.) What is the slope at B? b.) What is the slope at C? E EE E
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