5. A transit with a stadia interval factor of 100.8 was set at C on the line between points A andB, and the following stadia readings were observed.ROD POSITIONROD HELD AT AROD HELD AT BVERTICAL ANGLE+15° 35′- 08* 08UPPER (a)1.330 m1.972HAIR READINGSMIDDLE (c)1.175 m1.854LOWER (b)1.020 m1.736If the stadia constant is 0.381m, determine the:a. Length of line ABb.Difference in elevation between points A and B.c.If point C is at elevation 150m and HI = 1.58m, compute the elevation at stations A andB.

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5. A transit with a stadia interval factor of 100.8 was set at C on the line between points A and B, and the following stadia readings were observed. ROD POSITION ROD HELD AT A ROD HELD AT B VERTICAL ANGLE +15° 35′ -08" 08 UPPER (2) 1.330 m 1.972 HAIR READINGS MIDDLE (c) 1.175 m 1.854 If the stadia constant is 0.381m, determine the: a. Length of line AB b. Difference in elevation between points A and B. LOWER (b) 1.020 m 1.736 c. If point C is at elevation 150m and HI=1.58m, compute the elevation at stations A and B.

5. A transit with a stadia interval factor of 100.8 was set at C on the line between points A and B, and the following stadia readings were observed. ROD POSITION ROD HELD AT A ROD HELD AT B VERTICAL ANGLE +15° 35′ -08" 08 UPPER (2) 1.330 m 1.972 HAIR READINGS MIDDLE (c) 1.175 m 1.854 If the stadia constant is 0.381m, determine the: a. Length of line AB b. Difference in elevation between points A and B. LOWER (b) 1.020 m 1.736 c. If point C is at elevation 150m and HI=1.58m, compute the elevation at stations A and B.

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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2. A transit with a stadia interval factor solve in # 1 was set at C on the line between points A and B, and the following stadia readings were observed. Position of Rod Vertical Angle Hair Readings Upper Middle Lower Rod at A +15° 35' 1.330 1.175 1.020 Rod at B -8° 08' 1.972 1.854 1.736 If the stadia constant is 0.831m, determine the following: a.) Length of line AB. b.) Difference in elevation between points A & B. c.) Find the horizontal distance from the transit to the rod held at B. Rod held at A 5-8²33 Horizon line of sight Transit C=0.38m Red held at B- 4₂-8.00 %2 ¹2 VD₂ AR₂
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