For the beam shown in Fig., determine the value of EIδ at 2 m and 4 m from the left support.
Solution
ΣMR2=0ΣMR2=0
5R1=800+1200(1)
R1=400 N
ΣMR1=0
5R2+800=1200(4)
R2=800 N
M1=M4=0
M2=2R1−800=2(400)−800=0
M3=1R2=800 N⋅m
For the deflection at point 2 (consider the span 1-2-4)
L1=2 m ← span 1 to 2L2=3 m ← span 2 to 4
M1L1+2M2(L1+L2)+M4L2+6A1a¯1L1+6A2b¯2L2=6EI(h1L1+h4L2)
0+0+0−−8002[3(22)−22]+1200(1)3(32−12)=6EI(h2+h3)
3200+3200=6EI(5h6)
6400=5EIh
h=1280EI
The positive sign indicates that points 1 and 4 are above point 2
δ2=1280EI downward answer
For the deflection at point 3 (consider the span 1-3-4)
L1=4 m ← span 1 to 3L2=1 m ← span 3 to 4
M1L1+2M3(L1+L2)+M4L2+6A1a¯1L1+6A2b¯2L2=6EI(h1L1+h4L2)
0+2(800)(4+1)+0−−8004[3(22)−42]+0=6EI(h4+h1)
8000−800=6EI(5h4)
7200=152EIh
h=960EI
The positive sign indicates that points 1 and 4 are above point 3
δ3=960EI downward answer
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