Q4 calculate the vertical movement of points A,B,C,D and E C.CZ عليم د. على المداري t LUL Steel wire D=30mm 2m E-26KIO HAL N 2M Steel wire 4m D= 30mm E=20×1 D N mm B 2 m 2 100kN 300 useful formula: 6 = 2, 6 = lookN Ib で = 2, ∞ = MY, Z = VQ, 1 = bh³, I = TD4, 5=41, A² + B²= R² T=Tr D = TL, A = lat, s = PL .T AE 64 A²+B² P = Ext, I=fy² dA, J=ID 32

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q4 calculate the vertical movement of points A,B,C,D
and E
C.CZ
عليم د. على المداري
t
LUL
Steel wire
D=30mm
2m E-26KIO
HAL
N
2M
Steel wire
4m
D= 30mm
E=20×1
D
N
mm
B
2 m
2
100kN
300
useful formula: 6 = 2, 6 =
lookN
Ib
で
= 2, ∞ = MY, Z = VQ, 1 = bh³, I = TD4, 5=41, A² + B²= R²
T=Tr D = TL, A = lat, s = PL
.T
AE
64
A²+B²
P = Ext, I=fy² dA, J=ID
32
Transcribed Image Text:Q4 calculate the vertical movement of points A,B,C,D and E C.CZ عليم د. على المداري t LUL Steel wire D=30mm 2m E-26KIO HAL N 2M Steel wire 4m D= 30mm E=20×1 D N mm B 2 m 2 100kN 300 useful formula: 6 = 2, 6 = lookN Ib で = 2, ∞ = MY, Z = VQ, 1 = bh³, I = TD4, 5=41, A² + B²= R² T=Tr D = TL, A = lat, s = PL .T AE 64 A²+B² P = Ext, I=fy² dA, J=ID 32
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