The height of a tower was determined by trigonometric leveling. The instrument was set up at point A, a distance of 75m from the base of the tower. The height of instrument set up was measured to be 1.22m. The top of the tower was observed at an angle of + 35o22’. Calculate the height of tower.

Q: Q.2 Reciprocal leveling was conducted across a wide river to determine the difference in level of…

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Q: The following data were obtained by stadia observations: vertical angle is +7°11’, upper stadia hair…

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Q: Questiore The staff readings, taken with a tacheometer, are 0.850m, 1.170m, and 1.525 m. Determine…

A: Given data- Staff readings = 0.850 m, 1.170 m & 1.525 m, Constants K=100 & C=0.20 m, RL of…

Q: The following data were obtained by stadia observation: vertical angle, +12°30'; upper stadia hair…

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Q: The vertical angle to the top of the New CSU Library Building ("point B") is observed by a BSGE…

A: Solution given in next step

Q: Using a 1 second theodolite the following clockwise angles were measured in a closed traverse. What…

A: The given data is: The traverse angle is given as: 163 27' 36" 3240 18' 22" 620 39' 27" 330 19' 18"…

Q: 1 attachment Vertical Stadia Hair Readings ROD/Point Angle Upper Middle Lower -25°15' 2.316 1.877…

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Q: During testing of a dumpy level, the following observations were taken:- Instrument at A B Staff…

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Q: The following data were obtained by stadia measurement that has internal focusing. It will be use to…

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Q: The following data were obtained by stadia observation: vertical angle, +12deg 30min; upper stadia…

A: A total station is an optical instrument normally used in construction, surveying, and civil…

Q: The sum of positive departures exceeds that of the negative departures by 0.47 meter. The sum of the…

A: Given data in question  ∑D = 0.47 m ∑L=-0.67 m To find out  Linear error of closure

Q: Describe the conditions under which tachometric surveying is advantageous. Explain how you would…

A: Tacheometer is an optical instrument that consists of lenses hence it is one of the methods of…

Q: Using a 1 second theodolite the following clockwise angles were measured in a closed traverse. What…

A: The traverse angle is given as follow: 163° 27' 36" 324° 18' 22" 62° 39' 27" 330° 19' 18" 181° 09'…

Q: In order to obtain the stadia interval factor of a certain instrument, the stadia rod was held…

A: Solution Find the stadia interval factor  station A : stadia interval, s = 0.251 m…

Q: S= 134.267m RR=64.267 A 551 -25°42' C S=234.2 67 m RR= 34.267 m B Elev. =1534.267 m

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Q: A stadia measurement was undertaken with a theodolite having an internal focusing telescope and…

A: Given:- k = stadia interval factor of internal focusing telescope =98.8 elevation=205.62 m rod…

Q: The following consecutive staff readings were taken with level and 5m staff at 70 m interval. The…

A: Solution: Given: Station BS IS FS 1 1.25     2   2.187   3     2.05 4 3.12     5   1.57…

Q: A surveyor conducts trigonometric leveling to determine the elevation of a target point P based on…

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Q: 3. The upper and lower stadia hair readings on a stadia rod held at station B were observed as 4.50m…

A: S3 = 4.50m S1 = 1.35m K = 99.75 Height of instrument above A = 1.52m S2 = 2.5m θ = 25°15'   To…

Q: Horizontal stadia sights. An automatic level with an internal focusing telescope was set up…

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Q: 3) A transit (internal focusing) at point A with a stadia interval factor of 100.85 has a middle…

A: Internal focusing theodolite at A with a stadia interval factor k=100.85 reading at middle=1.65 m…

Q: A transit (internal focusing) at point A with a stadia interval factor of 100.85 has a middle…

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Q: A survey party conducted a stadia surveying operation with the use of the same transit in Problem…

A: To Find :- Horizontal and vertical distance

Q: Upper stadia hair reading = 1.745m Rod reading = 1.495m Lower stadia hair reading = 1.245m…

A: Answer: Elevation of instrument station =475.345m

Q: e sum of positive departures exceeds that of the negative departures by 0.31m. The sum of negative…

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Q: Stadia observation yielded the following results: vertical angle, +13°20': top stadia hair reading,…

A: K=99.5 C=0.381m To find difference in elevation between the ground points

Q: QI/ According to the following table the readings were taken with a level start from B.M with…

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Q: The upper and lower stadia hair readings on a stadia rod held at station B were observed as 4 and…

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Q: a 10) The following observation were made using a tacheometer fitted with an anallatic lens, the…

A: Given:  Multiplicative constant(K)=100 Additive constant(C)=0   Instrument station  Height of…

Q: Stadia observation yielded the following results: vertical angle, +13°20': top stadia hair reading,…

A: Using tacheometer formulafor horizontal distanceD=kscos2θ+Ccosθfor vertical…

Q: A tacheometer is set up at an intermediate point on a traverse course AB and the following…

A: Given:- Staff station Bearing Vertical angle Staff intercept Axial hair reading A 225o30'…

Q: SITUATION: From the given figure. TABLE GH 003 can be useful. Determine the settlement of the clay…

A: Answer Over burden pressure σo= 100 kpa Liquid limit LL = 60% Height of clay layer H=6 m distance…

Q: A tacheometer was setup at station P and observations were taken on a staff held at Q and R.…

A: Given data,

Q: 2.) The length intercepted on a stadia rod is 1.80 m. the stadia constant is 0.30 m and the stadia…

A: Tachometry is a special type of theodolite fitted with the diaphragm which includes additional hairs…

Q: Draw a free body diagram :Topic Trigonometric leveling     A transit is set up at point B which is…

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Q: From the given data of a differential leveling as shown in the tabulation: STA BS FS ELEV 1 5.87…

A:

Fire Place Construction and Layout

A fireplace is a chamber, made of different materials usually constructed to contain the fire for various applications. A fireplace is often known as a hearth. Fireplaces can be made of bricks, steel, stone, and concrete. Fireplaces serve as room heaters for cold areas and vary in design and heat efficiency.