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3.015 0.780 J 0.462 Level H position 4 .925 3.250 |2.554 1.786 0.927 1.983 3.589 0.571 Level G. position 3 1.305 1.422 B Level C position 1 A Datum RL+50 m D Level E position 2 в A E H Level position 1 Datum RL+50 m Level Level position 2 position 4 Level position 3

3.015 0.780 J 0.462 Level H position 4 .925 3.250 |2.554 1.786 0.927 1.983 3.589 0.571 Level G. position 3 1.305 1.422 B Level C position 1 A Datum RL+50 m D Level E position 2 в A E H Level position 1 Datum RL+50 m Level Level position 2 position 4 Level position 3

Structural Analysis
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.What is the difference in elevation between stations B and E?

B.What is the difference in elevation between stations E and J?

c.What is the difference in elevation between stations A and J?*

 
 
 
 
Prepare the following profile leveling notes given the diagram below. Do a customary arithmetic check. Assume all dimensions are in meters. 3.015 0.780 0.462 Level H position 4 1.925 3.250 2.554 1.786 |0.927 1.983 3.589 0.571 Level G position 3 1.305 1.422 в Level C A Datum RL+50 m position 1 D Level E position 2 в A D E H Level position 1 Datum RL+50 m Level Level position 4 Level position 2 position 3 F.
Transcribed Image Text:Prepare the following profile leveling notes given the diagram below. Do a customary arithmetic check. Assume all dimensions are in meters. 3.015 0.780 0.462 Level H position 4 1.925 3.250 2.554 1.786 |0.927 1.983 3.589 0.571 Level G position 3 1.305 1.422 в Level C A Datum RL+50 m position 1 D Level E position 2 в A D E H Level position 1 Datum RL+50 m Level Level position 4 Level position 2 position 3 F.
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