Problem no. 1: The difference in elevation between observed points A and B is 47 m and the horizontal distance between them is 73. The difference in elevation between observed points C and D is 27 m and the horizontal distance between them is 38. With transit at Sta. O, additional information was obtained as shown in the table. Assume K=100 and f=0.25 and c=0.25.  Determine the stadia interval at A Determine the stadia in

Q: Geometric Method – Double Integration Method - Determine the Deflection at D. Use the Double…

A:

Q: ANSWERS ARE PROVIDED. PLEASE FOLLOW INSTRUCTIONS. SOLVE THE GIVEN QUESTION IN CONJUGATE BEAM METHOD…

A: find slope and deflection using conjugate beam method

Q: Q.1 (b) Draw the shear force and bending moment diagrams for the following beam : 1 kN-m 5m 5m 00

A: Given: To find: It is asked to draw the shear force and bending moment diagrams.

Q: Problem 1: Using the Double integration method, find the slope at x = 5m and deflection at x = 7.0m…

A:

Q: c, AB, and Ac. 2 KN/m E = 200,000 MPa I = 9 x 107 mren4 3m 4m

A:

Q: By Double Integration, find the magnitude of the midspan deflection. Assume El is constant. 6W…

A: To be find -  Deflection at the midpoint of the beam, using double integration mehod.

Q: Use Slope Deflection Equation Method

A:

Q: 4 kN -3m- +15m+15m+ 20 kN/m D 30 kN -1.6 m- 0.8 m B -3m- B 4 kN

A:

Q: Analyze the given frame using modified slope deflection method

A: Given Required  Analyze the given frame

Q: 500KN 200mm 100mm C 45° %24

A:

Q: PROBLEM: Use the method of double integration and moment-area theorem to solve for the following: a.…

A:

Q: w = 15 KN/m E I 6m

A:

Q: ANSWERS ARE PROVIDED. PLEASE FOLLOW INSTRUCTIONS. SOLVE THE GIVEN QUESTION IN VIRTUAL WORK METHOD…

A: E = 200, 000 MPa = 2 x 105 MPa = 2 x 105 N/mm2 I = 9 x 107 mm2 W= 2KN/m = 2N/mm

Q: 1. Determine the slope at point B in 3 decimal places and in terms of radian 2. Determine the…

A:

Q: Workout 2. Use the area-moment method to determine the slope and deflection at point B of the beam…

A: Given data  Find slope and deflection at B using Area-moment method.

Q: ge in density.

A: Metacentric height is derived using the help of the equating the moments. This calculation of moment…

Q: The K-factor describes the horizontal distance required to change the slope by 1%. True O False

A: The length of a vertical curve is determined by the desired rate of grade change, which is usually…

Q: IN THE FIGURE, THE WIDTH OF A RIVER BEING OBSERVED IS 63m. ASSUMING THE TRANSIT BEING USED HAS AN…

A:

Q: difference in elevation of points A and B is G meters. Solve for the approximated correction due to…

A:

Q: For the beam shown use VIRTUAL WORK METHOD. to determine the value of the vertical deflection at A…

A: Taking the moment about support B take clockwise moments as positive. 30 - RE×6 +25×4 +18×122-18×122…

Q: For the beam shown use VIRTUAL WORK METHOD to determine the value of the vertical deflection at F…

A:

Q: 10. Determine the value of the minimum moment of inertia (I min), using the Mohr's Circle, given the…

A:

Q: Determine the vertical deflection of joint A of the frame shown in Fig. 7.19(a) by the virtual work…

A: Draw the real and virtual system of the frame with their bending moment diagrams as shown in the…

Q: -670 m hi= 1.54 m 34.34 m r= 1.87 m. A

A: It is required to find the elevation of A given the elevation of B is 86.53 m Distance between A and…

Q: The curvature error of 1615.92 m is: Answer: Choose... + The radiant of the angle 152992 54CC is:…

A: (a) It is required to determine the curvature error. eCurvature=0.0785D2 Here eCurvature is the…

Q: Problem 2)y "For the beam loaded as shown below, by the area-moment theorems, (AMM or AMT),…

A:

Q: In the figure , the width of a river being observed is 80m, Assuming the transit being used has a K…

A: Given data : Additive constant (C)=0.20Multiplying constant (K)=99Width of river=80 mDR-DL=80…

Q: The transit is set up at A and a stadia was places at a distance of 184. 20m from A. The stadia…

A:

Q: Sample Problem 2: Find the deflection value and change in slope at point B using double integration…

A: A beam is a load-carrying component of the building which is used to resist seismic condition and…

Q: Use slope deflection method and constant value EI with E = 200,000 MPa and I = 400 x 106 mm4. What…

A:

Q: A transit with a stadia constant equal to 0.30 is used to determine the horizontal distance between…

A: Given data Stadia constant=0.30 Stadia intercept=2.55m Distance BC=200.55m

Q: Find the polar moment of inertia of the region in the xy plane bounded by x²-y? 1,x2- y²=9,xy 2,xy =…

A: Given,Planesx2-y2=1x2-y2=9xy=2xy=4 unit density

Q: Rips kips 5 kip / ft A D B 7 ft 4 ft 3 ft ELis constant

A: Given information is  we have to calculate the  deflection and slope at point B  deflection and…

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.