The staff reading taken on a 5 points point of known elevation is termed the .

Q: A + 2.5 + 4 + 3m 3- Calculate 500kN H 4 + 4m D=25mm ku 66 D=35mm D=45mm Z=20x10 AVA-? M

A: E = 2 × 105 N/mm2 L1 = 2.5m = 2500mm L2 = 4m = 4000mm L3 = 3m = 3000mm Determine the vertical…

Q: 4. D. B

A:

Q: What does the engineer use in a design situation?

A:

Q: Q3: Calculate the true differenc between points (A&B), then correct the staff reading at point (B)…

A:

Q: Find the area of this shape.

A: To determine the area of the shape/traverse.   Given, COURSE LENGTH (m) BEARING 1-2 15.05 N…

Q: A Find by Section Method and Join Method: 3 B Hawe Bridge 50 3′ E D 50 3 F G 50 3' H A

A: To find the member forces in the given truss by both methods.

Q: We make a cut through BC, BF, and FG. The free-body diagram of the section to the left of the cut is…

A:

Q: Determine  static indeterminacy

A: Given data : Number of external support reaction (R)=2+1=3 Number of member in truss structure…

Q: 3kLf 20 ft eliste Max = Max

A:

Q: Please explain how you got the location of the resultant, how did you take the moment of each area,…

A:

Q: A straight line AB 100 mm long is inclined at 45° to VP. End B of the line is 30 mm aboveHP and HT…

A: Length of line AB = 100 mm AB is inclined at 45o to VP. End B of the line is 30 mm above HP…

Q: 8. Find the particular solution of the following DE. a. D - 2D- 3)y 0; when x 0, y = 0, y -4. b. D2…

A:

Q: Degree of static indeterminacy

A: Given data : The given structure is truss . It has one Pinned support and one roller support .…

Q: What is Shape Correction Factors For Alpan (1964) Method ?

A: Alpan method (1964) It is based primarily on peck and Terzaghi method (1948). It evaluates the…

Q: Determine the y-coordinate of the centroid of the shaded area. h 0.38h 65° Answer: y = i y I I 65° x…

A:

Q: 3. From Figure 3.1, describe why we have to keep distance from level to back sight equals level to…

A: To describe why we have to keep distance from level to backsight equal to foresight.

Q: MOMENT AREA METHOD FIND THE SLOPE AT POINTS B & C E= 200GPA I= 360x106mm4 5m 10KN A 10m

A: Moment Area Method: Given: E = 200GPa=2 x 105 N/mm2 I = 360 x 106 mm4  EI = 7.20x1013 N mm2

Q: For the following set of Stadia notes. Rod Interval (m) = 3.23 Horizontal angle = 85° 23' (measured…

A: Given:                       Rod interval = 3.23 m              Horizontal angle = 85∘23' {Reference…

Q: Wo> pa WIOX 30 18' Find: Centerline spacing = a if p: .6 V : 18 Ksi

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Q: FIND PA IN zPa AND VA IN

A:

Q: A P Front view -160 mm B D 18 mm 120 mm

A: Load P = 4kips applied at the free end of the mechanism . BD bar is reactangular bar of thickness =…

Q: Locate the centroid of the shaded area shown in belov fs im 6 in 2 in 3 an

A: Given figure   The given figure has been divided into three sections.

Q: Determine the y-coordinate of the centroid of the shaded area. y h 0.35h Ł- 62 V 62° Answer: y =

A:

Q: 300N RL=

A: Given Simply supported beam Length, L = 3m Load, W = 300 N Distance of load from left support = 35cm…

Q: 400 N DY 2 m A 300 N 2 m B 250 N 200 N

A:

Q: Find the work done Force on crate%3D4 N Dispalcement=1 m

A: Introduction : The given question is related with mechanics . We are provided with value of force…

Q: The following data were obtained by a stadia measurement; vertical angle is 30°23', and observed…

A: Determine the HD, VD, ID, and DE.

Q: DRAW V AND M DIAGRAM 18 KN 4₁ A ja kN/m 3m Am Im 10 kN/m 3m 777 B

A: Draw the shear force and bending moment diagram of the beam.

Q: Determine external indeterminacy

A: Given data : Number of external support reaction (R)=2+1+1+1+1=6Number of member (m)=4Number of…

Q: Define the term 'shear centre' of a thin-walled open section and determine the position of the shear…

A: Shear Centre is the point in a beam cross-section  through which shear loads must be applied for…

Q: 2.. A 80016 30 love 91009 60° ¡B 60 6 loft ic 800 15 30 loft D

A: Objective: To determine the force in members FG, BF and BC.   As the objective of the question is to…

Q: Show all solutions

A: The task is to determine the forces in bars BD and DE.Here's a breakdown of the steps to solve the…

Q: The following data were obtained by a stadia measurement; vertical angle is 30°23', and observed…

A:

Q: Locate the centroid of the plate area shown in Figure. (SN/10) ft hat 20-- (MN/10) t

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Q: A top of tower is observed from the exact two opposite banks of river, the bottom of tower & height…

A: Given data- Height of tower=30 m Rest data is shown in the figure. To Find- The value of the width…

State Plane Coordinate Systems

The state plane coordinate system (SPCS or SPS) is a collection of 124 coordinate systems or geographic zones prepared for particular regions of the U.S. Every state consists of one or more than one state plane zone, the boundaries of which generally follow the county lines. Inside the U.S., there are 110 zones in total, 10 more zones in Alaska, 5 in Hawaii, and 1 for Puerto Rico and US Virgin islands. The system is extensively used for geospatial and geographic data assembling by the state and local governments.