The ILD for member U2L2 in the shown below is [Take compression positive]
FromΔOL1U1andΔOL4U4
OL1OL4=612
OL1OL1+24=612
⇒OL1=24m
Now, Case I : Consider the load is between L1L2
ΣML1=0VL7=x48
Consider structure to the right of section (a)-(a)
ΣMO=0
Fu2L2×(24+x)=VL7×(24+48)
Fu2L2=x48×72(24+x)
At x = 8 m, i.e. at L2
Fu2L2=8×7248×32=0.375 kN (Tensile)
Now, Case II: Consider the load is between L3L7
VL1=(1−x48)
Consider structure to the left of section (a)-(a)
ΣM0=0
VL1×24=Fu2L2×32
Fu2L2=0.75VL1
=0.75(1−x48)
At L3 i.e. x=16,
Fu2L2=0.5kN (Compressive)