Concept explainers
Standard deviations for the adjusted quantities.
Given that:
Three horizontal angles observed around the horizon of the station A is
Explanation:
Assuming the equal weighting or residuals for three angles as ʋ1, ʋ2, ʋ3.
Writing the equations as
The sum of the adjusted angles should be equal to 360°
Substituting equations (1), (2), (3) in equation (4) we get the equation as follows
From the equation of equation of least squares
Substitute value of equation (6) in equation (7)
We get the equation
Partial derivation of equation (8) with respect to ʋ1we get
Partial derivation of equation (8) with respect to ʋ2we get
Solving equations (9) and (10)
Substitute ʋ1 for ʋ2in equation (9)
Substitute the above values in equation (6)
We get
Therefore, the probable value of three angles is -6"
Used equations:
Where m = number of observations and
n = number of unknowns
Standard deviation for the adjusted quantities can be determined using
Answer:
Substitute
We get
Standard deviation
Standard deviation for the adjusted quantities
Substitute
We get
Conclusion:
The standard deviation for the adjusted quantities is

Want to see the full answer?
Check out a sample textbook solution
Chapter 16 Solutions
Elementary Surveying, Global Edition
- Determine the global stiffness matrix of the beam shown in Fig. 3. Assume supports at 1 and 3 are rollers and the support at 2 is a pinned support. Indicate the degrees of freedom in all the stiffness matrices. EI is constant, w=60kN/m, L1=1.25m and L2=3.45m please explain how the code numbers for global matrix are determined in detailarrow_forward= 20 kips = 20 kips B w₁ = 2 kips/ft 20" 12'- 7760 12" 6"arrow_forward= 20 kips = 20 kips B w₁ = 2 kips/ft 20" 12'- 7760 12" 6"arrow_forward
- Calculate ALL nodal displacements and ALL the member forces in the truss. Please use the ID's noted in the truss diagram and draw relevant FBD'sarrow_forwardStructural analysis qarrow_forwardIn the figure, all loads are factored, and the uniform load includes self-weight. Use #3stirrups. fc′ = 4 ksi, and fy = 75 ksi.(a) What stirrup spacing is required at section A?(b) How will this spacing change at section B?(c) Indicate the region of the beam where stirrups are not required.arrow_forward
- Fluid mechanics question Draw a free body diagram and properly explain each starrow_forwardThe box beam in the figure is reinforced with #4 U-stirrups in each web. f c′ = 3.5 ksi, andfy = 60 ksi.(a) What is the design shear capacity of the cross section?Hint: Find concrete and stirrup strengths separately, and then find the total capacity.(b) If the total applied factored shear force at the section is 220 kip, please comment onthe adequacy of this shear design.Hint: Compare the total capacity from (b) with the shear force.2. In the figure, all loads are factored, and the uniform load includes self-weight. Use #3stirrups. fc′ = 4 ksi, and fy = 75 ksi.(a) What stirrup spacing is required at section A?(b) How will this spacing change at section B?(c) Indicate the region of the beam where stirrups are not required.arrow_forwardStructural analysis questionarrow_forward
- 1) Assuming that water at 20 C is flowing through the system at a constant flow rate of 2 ft³/sec and neglecting viscous effects, calculate the EL and HGL at points A, B, and C. Sketch the EL and HGL alongside the diagram. A ZA = 55 ft D₁ = 3 in B D₂ = 6 in C 2) What is the elevation at point C in the above figure? 3) Using the figure from problem 1, sketch the EL and HGL accounting for both major and minor losses. Note that the flow rate will change due to the introduction of friction (we will explore this further in the coming weeks). You do not need to calculate the values of EL and HGL.arrow_forward8) Carbon dioxide at 20 C is transported through a pipe of 0.1 m in diameter. What is the maximum flow rate possible to achieve laminar flow?arrow_forward7) In the below diagram, the pipe diameter is 10 cm and the flow rate in the pipe is 0.3 m³/sec. At this flow rate, the pump will generate 90 m of head. The pressure at point A is 500 Pa and the water in the pipe is at 60 C. a) Taking the datum to be at the centerline of the pump, calculate the EL and HGL at points A and B, neglecting friction. b) What is the pressure at point B? A P Barrow_forward
- Structural Analysis (10th Edition)Civil EngineeringISBN:9780134610672Author:Russell C. HibbelerPublisher:PEARSONPrinciples of Foundation Engineering (MindTap Cou...Civil EngineeringISBN:9781337705028Author:Braja M. Das, Nagaratnam SivakuganPublisher:Cengage Learning
- Fundamentals of Structural AnalysisCivil EngineeringISBN:9780073398006Author:Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel LanningPublisher:McGraw-Hill EducationTraffic and Highway EngineeringCivil EngineeringISBN:9781305156241Author:Garber, Nicholas J.Publisher:Cengage Learning





