If gage A reads-20 kpa, determine the elevations of points L, N, Q, Z SEATWORK NO. 13. If gage A reads -20 kPa, determine theelevations of points L, N, Q and D. ZEl. 65.00AE FGAirEl. 49.00 ft HIftsp gr 0.700El. 38.00 tKTMelev as o12PSameWaterEL 26.00Rhr 1.600hak...chiEl. 14.00 ft

Consider the given data Pressure of gauge AP=-20 kpa=-20×0.14503=-2.90 psiSpecific gravity of…

Answered: SEATWORK NO. 1 3. If gage A reads -20…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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A rock needs to be located in the middle of the river. The surveyor sets up a baseline on the shore, measuring 200 ft between points A and B. Angle B-A rock= 36° 25’ ; angle A-B rock= 42° 10’
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Arrange the following description in the form of profile level notes to complete the elevation. A level is set up and a reading of 2.579 m is taken on a benchmark and the elevation of which is 12.435 m. At the beginning of the line to be profiled the rod reading is 2.625 m, 30 m from the beginning it is 1.617 m, at 60 m it is 0.892 m, at 66 m and 81 m the rod readings are 1.281 m and 0.762 m, respectively. On a rock that is not on line, the rod reading is 0.555 m. The level is then removed ahead, set up and a rod reading of 1.952 m is observed, the rod still being held on the rock. The readings along the profile are then resumed 90 m from the beginning of the line, the rod reading is 1.159 m., 120 m. from the beginning of the beginning of the line rod reading is 1.434m, finally 150 m from the beginning of the next line the rod reading is 2.196. Compute the elevation at the point 60 m from the beginning of the line.
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SEATWORK NO. 1 3. If gage A reads -20 kPa, determine the elevations of points L, N, Q and D. 2 El. 65.00 E F G Air El. 49.00 ft H L. sp gr 0.700 El. 38.00 et M Same clev as O 12ft Water