Solution Found!
(II) The subterranean tension ring that exerts the
Chapter 3, Problem 56P(choose chapter or problem)
(II) The subterranean tension ring that exerts the balancing horizontal force on the abutments for the dome in Fig. 9-34 is 36-sided, so each segment makes a \(10^{\circ}\) angle with the adjacent one (Fig. 9-70). Calculate the tension F that must exist in each segment so that the required force of \(4.2 \times 10^5 \mathrm{~N}\) can be exerted at each corner (Example 9-13).
Questions & Answers
QUESTION:
(II) The subterranean tension ring that exerts the balancing horizontal force on the abutments for the dome in Fig. 9-34 is 36-sided, so each segment makes a \(10^{\circ}\) angle with the adjacent one (Fig. 9-70). Calculate the tension F that must exist in each segment so that the required force of \(4.2 \times 10^5 \mathrm{~N}\) can be exerted at each corner (Example 9-13).
ANSWER:
Step-by-step solution
Step 1 of 4
420 000N load is supported by two forces which makes making 50 with the horizontal. We are going to find supporting force F.
