Question 3.5.3: Figure 3.5-3(a) shows a determinate space truss made up of h...

Figure 3.5-3(a) shows a determinate space truss made up of horizontal, vertical, and inclined members. The horizontal members and the vertical members are all of equal length. Member GJ is a diagonal of a cube, while all other inclined members are diagonals of equal squares. The truss is acted on by a vertical force Q at joint L; at joint E it is acted on by a horizontal force P which is inclined at 60° to member EH. Determine all member forces.

fig3.5-3a
The blue check mark means that this solution has been answered and checked by an expert. This guarantees that the final answer is accurate.
Learn more on how we answer questions.

By Rule 1, member 1 is unstressed; similarly member 2 is unstressed.
By Rule 2 (with S_1 = 0), members 3, 4, and 5 are unstressed.
By Rule 2 (with S_2 =0), members 6, 7, and 8 are unstressed.
By Rule 2 (with S_5=S_6=0), members 9, 10, and 11 are unstressed.
At joint G, only the forces in four members (12, 13, LG, and GC) are unknown. Whence, by Rule 3, S_{12}= S_{13}= 0.
At joint E, with S_{10}known to be zero, then, for vertical equilibrium of the joint, member 14 must be unstressed.
At joint F, with S_{13}= 0, member 16 is the only one not lying in the plane of the others. Hence by Rule 1, member 16 is unstressed, i.e. S_{16}= 0.
By similar reasoning at joint H, member 15 is unstressed, i.e. S_{15}= 0.
With members 1 to 16 inclusive being unstressed, the only other members that might carry forces are as shown in Fig. 3.5-3(b).
By inspection,

\hspace{5em}\begin{matrix} S_{LG} & = & S_{GC} \qquad & = & Q \qquad (compression) \\ S_{FE} & = & P \sin 60° & = & \underline{0.87P} \quad (compression) \\ S_{EH} & = & P \cos 60° & = & \underline{0.50P} \hspace{3em} (tension) \\ S_{FA} & = & S_{FE} \ \sec 45° & = & 0.87P \times 1.41 \hspace{2em} & = & \underline{1.23P} \hspace{3em} (tension) \\ S_{FB} & = & S_{FA} \ \cos 45° & = & \underline{0.87P} \hspace{3em} (compression) \\ S_{HA} & = & S_{EH} \ \sec 45° & = & 0.50P \times 1.41 \hspace{2em} & = & \underline{0.70P} \hspace{3em} (compression) \\ S_{HD} & = & S_{HA} \ \cos 45° & = & \underline{0.5P} \hspace{3em} (tension) \end{matrix}
fig3.5-3b

Related Answered Questions

Question: 3.5.2

Verified Answer:

By Rule 2, members 4, 5, and 6 are all unstressed ...