20. Determine the magnitude of the x and y components of thereaction at pin A if F= 18 kN.Ax = 45.0 kN and Ay = 9.0 kNAx = 36.0 kN and Ay = 18.0 kNa.b.2mC.Ax = 48.0 kN and Ay = 12.0 kNd. Ax = 22.0 kN and Ay = 17.0 kNAx = 54.0 kN and Ay = 5.0 kN%3D13m

Answered: Image /qna-images/answer/c39f9bfa-a778-4f1e-b537-a74000ba404a.jpg

20. Determine the magnitude of the x and y components of the reaction at pin A if F 18 KN. a Ax = 45.0 kN and Ay = 9.0 kN b Ax = 36.0 kN and Ay = 18.0 kN Ax = 48.0 kN and Ay = 12.0 kN d. Ax = 22.0 kN and Ay = 17.0 kN e Ax = 54.0 kN and Ay= 50 kN 15m 15m L.

20. Determine the magnitude of the x and y components of the reaction at pin A if F 18 KN. a Ax = 45.0 kN and Ay = 9.0 kN b Ax = 36.0 kN and Ay = 18.0 kN Ax = 48.0 kN and Ay = 12.0 kN d. Ax = 22.0 kN and Ay = 17.0 kN e Ax = 54.0 kN and Ay= 50 kN 15m 15m L.

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter16: Lateral Earth Pressure

Section: Chapter Questions

Problem 16.17P

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Load and resistance factor design

Load and resistance factors design (LRFD), also known as Limit state design (LSD), refers to the design method used in building engineering. A boundary condition is a condition of a structure where it can no longer meet the relevant design requirements. The condition may refer to the load level or other actions on the structure, while the terms refer to the integrity of the structure, suitability for use, durability, or other design requirements. A structure designed for LRFD is limited to keeping track of all possible actions during its design time and is always ready for use, with the appropriate level of reliability in each boundary condition. LRFD-based construction codes clearly define the appropriate levels of reliability in their instructions.

Question

20. Determine the magnitude of the x and y components of the
reaction at pin A if F= 18 kN.
Ax = 45.0 kN and Ay = 9.0 kN
Ax = 36.0 kN and Ay = 18.0 kN
a.
b.
2m
C.
Ax = 48.0 kN and Ay = 12.0 kN
d. Ax = 22.0 kN and Ay = 17.0 kN
Ax = 54.0 kN and Ay = 5.0 kN
%3D
13m

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