2. Two cylindrical steel piles (P1 and P2) are to be driven along the shore. Two total stations were set up at TS3 and TS4 respectively to guide pile driving of the two piles. TS1 and TS2 were observed from both instrument and the following data were recorded (refer from the figure below). The distances from both instrument to the pile locations were also measured. a. Determine the coordinates of TS3. b. Determine the coordinates of TS4. c. Determine the coordinates of P1 d. Determine the bearing from P1toP2. N=8415.591 ATE4 E-3414.175 1975.655m ATS3 1451 931m 39 11'59" P1 3005.480m N=6523.709 E=3021.8324 2247.900m. 2094.661m 45°20'18" 1677.062m. 1994.379m 2702.590m

2. Two cylindrical steel piles (P1 and P2) are to be driven along the shore. Two total stations were set up at TS3 and TS4 respectively to guide pile driving of the two piles. TS1 and TS2 were observed from both instrument and the following data were recorded (refer from the figure below). The distances from both instrument to the pile locations were also measured. a. Determine the coordinates of TS3. b. Determine the coordinates of TS4. c. Determine the coordinates of P1 d. Determine the bearing from P1toP2. N=8415.591 ATE4 E-3414.175 1975.655m ATS3 1451 931m 39 11'59" P1 3005.480m N=6523.709 E=3021.8324 2247.900m. 2094.661m 45°20'18" 1677.062m. 1994.379m 2702.590m

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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