Angle x in question 16, figure 35-75

Trigonometry (11th Edition)
11th Edition
ISBN:9780134217437
Author:Margaret L. Lial, John Hornsby, David I. Schneider, Callie Daniels
Publisher:Margaret L. Lial, John Hornsby, David I. Schneider, Callie Daniels
Chapter1: Trigonometric Functions
Section: Chapter Questions
Problem 1RE: 1. Give the measures of the complement and the supplement of an angle measuring 35°.
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Angle x in question 16, figure 35-75 

Section VII FUNDAMENTALS OF TRIGONOMETRY
In the solution, each of these problems requires forming two or more
MORE COMPLEX PROBLEMS THAT REQUIRE AUXILIARY LINES
decimal, right triangler,
projecting auxiliary lines. Compute linear values to 2 decimal places unless otherwise
noted, customary angular values to the nearest minute, and metric angular values to the
nearest hundredth of a degree.03.2
15. Compute the length of piece AB of the roof truss in Figure 35-74.
16. Determine Zx of the pattern in Figure 35-75.
2.20 m
12
FIGURE 35-74
tovob
1
Al
A
35.3°
180.0 ft
Zy
2007 195
365.0 ft
FIGURE 35-76
Jugan
5-78
10.30 m
LUDT
17. A section of a road is laid out as shown in Figure 35-76. Compute Zy.
18. Compute check dimension x of the angle cut in the piece in Figure 35-77.
ACT
90°0'
B
USA
28.5°
116°0
95mslab sugmoD
Compute Zx of the gauge in Figure 35-79.
-de sigil ni nwone
|
el sito 1915meth ed.
| 400.0 ft gr
ansmit
4.780 in. 4.410 in.
LX
60.00 ft DIA
FIGURE 35-75
uomo 84.20 mm
- 10.500 in.
2.425 in.
85.20 mm K
58.00⁰
FIGURE 35-77
length of the wall.
- A wall is to be constructed along distance d in the courtyard in Figure 35-78. Compute the
0.364 in.
FIGURE 35-79
2.420 in.
-4.840 in.
0.440 in.
1 LX
65
23.40 mm-
4.120 in.
-60.00 mm
DIA
2.750 in. R
1.620 in. R
Transcribed Image Text:Section VII FUNDAMENTALS OF TRIGONOMETRY In the solution, each of these problems requires forming two or more MORE COMPLEX PROBLEMS THAT REQUIRE AUXILIARY LINES decimal, right triangler, projecting auxiliary lines. Compute linear values to 2 decimal places unless otherwise noted, customary angular values to the nearest minute, and metric angular values to the nearest hundredth of a degree.03.2 15. Compute the length of piece AB of the roof truss in Figure 35-74. 16. Determine Zx of the pattern in Figure 35-75. 2.20 m 12 FIGURE 35-74 tovob 1 Al A 35.3° 180.0 ft Zy 2007 195 365.0 ft FIGURE 35-76 Jugan 5-78 10.30 m LUDT 17. A section of a road is laid out as shown in Figure 35-76. Compute Zy. 18. Compute check dimension x of the angle cut in the piece in Figure 35-77. ACT 90°0' B USA 28.5° 116°0 95mslab sugmoD Compute Zx of the gauge in Figure 35-79. -de sigil ni nwone | el sito 1915meth ed. | 400.0 ft gr ansmit 4.780 in. 4.410 in. LX 60.00 ft DIA FIGURE 35-75 uomo 84.20 mm - 10.500 in. 2.425 in. 85.20 mm K 58.00⁰ FIGURE 35-77 length of the wall. - A wall is to be constructed along distance d in the courtyard in Figure 35-78. Compute the 0.364 in. FIGURE 35-79 2.420 in. -4.840 in. 0.440 in. 1 LX 65 23.40 mm- 4.120 in. -60.00 mm DIA 2.750 in. R 1.620 in. R
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