Given the following set of slope staking notes:StaLRBases23+00F X1С 5.8Base for cut = 50 ft21.6X2Base for fill = 30 ft22+00C 4.9C 9.0s = 2:125.043.021+00F 2.5С 4.320.033.620+50F 5.1С 2.125.229.2What is X1 value, in feet, shown at station 23+00?1.1О 3.2O 3.3O 6.6O None of the above

Given the following set of slope staking notes: Sta L C R Bases 23+00 F X1 C 5.8 Base for cut = 50 ft 21.6 X2 Base for fill = 30 ft 22+00 C 4.9 C 9.0 s = 2:1 25.0 43.0 21+00 F 2.5 C 4.3 20.0 33.6 20+50 F 5.1 C 2.1 25.2 29.2 What is X1 value, in feet, shown at station 23+0? O 1.1 O 3.2 O 3.3 O 6.6 O None of the above

Given the following set of slope staking notes: Sta L C R Bases 23+00 F X1 C 5.8 Base for cut = 50 ft 21.6 X2 Base for fill = 30 ft 22+00 C 4.9 C 9.0 s = 2:1 25.0 43.0 21+00 F 2.5 C 4.3 20.0 33.6 20+50 F 5.1 C 2.1 25.2 29.2 What is X1 value, in feet, shown at station 23+0? O 1.1 O 3.2 O 3.3 O 6.6 O None of the above

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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