We are to find the influence line for the axial force in member G–I when a unit load travels along the bottom chord of the truss.
From the geometry of the truss:
- Total span = \(6 \times 6 = 36\) m
- Height of truss \(h = 6\) m
- Panel point spacing = 6 m
- Distance from A to G = 2 panels = 12 m
- Distance from G to right support = 4 panels = 24 m
Now, to find the ordinate of the influence line for member G–I under G, we use the standard formula for diagonal or bottom chord members in simple trusses:
\[
\text{Ordinate} = \frac{a b}{l h}
\]
Where:
- \(a = 12\) m,
- \(b = 24\) m,
- \(l = 36\) m,
- \(h = 6\) m
Substitute into the formula:
\[
\frac{12 \times 24}{36 \times 6} = \frac{288}{216} = 1.33
\]
Hence, the influence line has an ordinate of \(+1.33\) under joint G, which corresponds to tension in member G–I. Therefore, the correct diagram is option (B).