GEOMETRY CP FINAL REVIEW ANSWER KEY
GEOMETRY HONORS FINAL REVIEW ANSWER KEY
PART I: Right Triangles and Trigonometry
|1a) T |1b) T |1c) F |2) x = [pic] |3) 8 |4) [pic] |
| | | |y = [pic] | | |
| | | |z = [pic] | | |
|5) [pic] |6) [pic] |7) [pic] |8) 12 |9) 17 |10) 55 |
|11) 17 |12) x = 10 |13) x = [pic] |14) x = 27 |15) 154 ft |16) [pic]35° |
| |y = [pic] |y = 50 |y = [pic] | |AC [pic] 6.9 |
| | | | | |BC [pic] 9.8 |
|17)[pic]23° |18)[pic]40.4° | | | | |
|FH [pic]10.6 |[pic]49.6° | | | | |
|FG [pic]27.2 |PQ[pic]26.2 | | | | |
PART II: Quadrilaterals
|1) 14 |2) 5 |3) 120° |4) 20° |5) 3 |6) 7 |
|7) 105° |8) 10 |9) 6 |10) 7 |11) 10 |12) 7 |
|13) 24.1 |14) 17 |15) Parallelogram |16) Square |17) Isosceles |18) 70° |
| | | | |Trapezoid | |
|19) 5 |20) YU = 10 |21) x = 50 |22) [pic] |23) 360 |24) 24 |
| |VW = 20 |VU = 90 |[pic] | | |
|25)[pic] |26) 36 |27) 180(n-2) |28) 49° |29) 30 units |30) 168° ; 12° |
|[pic] | | | | | |
|[pic] | | | | | |
|31) 102 |32) 21.5 |33) 104 | |
PART III: Properties of Circles
|1) 10 |2) 20 |3) 59 / 9 [pic]6.6 |4) 50° |5) 36° |6) x = 47 |
| | | |51° | |y = 7 |
| | | |79° | | |
|7) x = 10 |8) x = 46 |9) x = 92 |10) x = 160 |11) x = 11 |12) 80° |
| | |y = 11 | | | |
|13) 100° |14) 100° |15) 280° |16) 50° |17) 40° |18) [pic] |
|19) 21 |20) 50 |21) 10 | | | |
PART IV: Measuring Length and Area
|1) 65 m2 |2) 35 cm2 |3) [pic]u2 |4) 24 cm2 |5) 51 u2 |6) [pic]m2 |
|7) 50[pic] u2 |8) 16 u2 |9) 88 u2 |10) [pic] u2 |11) [pic] u2 |12) 128 u2 |
|13) [pic] u2 |14) [pic] u2 |15) 36 u2 |16) [pic] u2 |17) 25 in2 |18) 32.1 in2 |
|19) 51.75 ft |20) 115° m |21) 123.43 cm |22) 94.25 yd2 | |
PART V: Surface Area and Volume of Solids
| |Base Edge |Lateral Edge |l |h |L.A. |T.A. |V |
|1) |18 |15 |12 |[pic] |432 |756 |[pic] |
|2) |10 |[pic] |[pic] |5 |[pic] |[pic]+100 |500/3 |
| |r |h |L.A. |T.A. |V |
|3) |3 |5 |30[pic] |48[pic] |45[pic] |
|4) |4 |3 |24[pic] |56[pic] |48[pic] |
5) V = 148 ft2 SA = 120ft3
6) V = 450 in3 SA = 510 in2
7) V = [pic] in3 SA = [pic] in2
8) V = 1696.46 cm3 SA = 791.68 cm2
9) V = 127,423 yd3 SA = 15,682.83 yd2
10) V = 817.28 m3 SA = 422.73 m2
11) V = 24,576 yd3 SA = 6,144 in2
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