NS CurvesWEВProblem:UThree curves are to be connected. Dataare obtained in the field as follows:R Line AB has a bearing of N 60° ELine BC has a bearing of S 60° EV T1 = 250.00 mR2 = 250.00 mI2 = 70°Tangent CD is parallel with tangent FGT2R1Ya. Determine R1 and R3.O2R2b. Determine T, and T3.I1c. Determine C1, C2 and C3.d. Determine L1, L2 and L3.e. If the stationing of A is atN 120 + 340.14 m, determinethe stationing of C, E and G.Оз13T3FR3G.

Curve made up of two or more circular arcs of successively shorter or longer radii, joined…

Curves E B Problem: T1 T1 Three curves are to be connected. Data are obtained in the field as follows: Line AB has a bearing of N 60° E Line BC has a bearing of S 60° E T, = 250.00 m T2 R, = 250.00 m 12 = 70° Tangent CD is parallel with tangent FG T2 R1 02 a. Determine R1 and R3. b. Determine T2 and T3. c. Determine C1, C2 and C3. d. Determine L1, L2 and L3. e. If the stationing of A is at 120 + 340.14 m, determine the stationing of C, E and G. R2 13 T3 R3

Curves E B Problem: T1 T1 Three curves are to be connected. Data are obtained in the field as follows: Line AB has a bearing of N 60° E Line BC has a bearing of S 60° E T, = 250.00 m T2 R, = 250.00 m 12 = 70° Tangent CD is parallel with tangent FG T2 R1 02 a. Determine R1 and R3. b. Determine T2 and T3. c. Determine C1, C2 and C3. d. Determine L1, L2 and L3. e. If the stationing of A is at 120 + 340.14 m, determine the stationing of C, E and G. R2 13 T3 R3

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

dy Q.1 Solve the init ial - value problem dx -2y 0: y(0)= 3, y (0) =0. dx d?y dy -4 dx +4y=8(x² +e** + sin 2x) Q.2 Find only the particular solution of dx Q3: Solve the Cauchy -Euler differential equation x dx dy +2y%3D -2x dx
Calculate the vertical deflection of point B and the horizontal movement at D shown in the figure. Consider that all the elements of the truss are linearly elastic and have sectional areas of 1800mm2. Also consider an E of 200,000N/mm2. Add the calculation process of solving the problem step by step and complete the table accordingly. L F FB ∂FB / ∂PB FD ∂FD/∂PD AE - 2√2/3 PB -2/3 √2 EB EF AB BC CD BF FD FC
a2f a2f Show that the function f(x, y, z) = e3x+4y.cos(5z) satisfy + əx² Əy² 82f = 0 az² 02f 021, 02/
Prob 01: Use method of virtual work and determine A. The displacement of point C of the beam made from steel. B. Slope at A of the beam made from steel. E = 29000 ksi, I 240 in* 12k 10 k B - 5 ft+S t- + Sft+5 ft-
Deflections of Beams (Double Integration Method) #10 Determine the equations of the elastic curve using the coordinates x1 and x2, specify the slope and deflection at B. El is constant. W, = Last 2 digits of ID number L = 4th digit of ID number P = 5th digit of ID number Use C B a = 2 m ID # = W, = 91 kN/m e.g., 18-2363-391 X2 L L= 3m P =6 kN
y-axis Q= 950N %3D P= B0ON 30° -> T= 100N 1axis 2= 300N 20 %3D NS-15 KN y componente oF all the forces abově. Express your answers in Newtons and indicate the Diredion. Fx = 300N> V Solve the x and %3D eg. Fy = 600 N
Find the roots of the auxiliary equation of (D4+6D²+9)y=o. O A. +V3i, ±v3i O B. 1+2i, 1+ 3i O C. None of the choices O D. +V3i, ±v2i O E. +V3i, 1 + v2i
A Mo ( C 1 Q: al Find Slope at Ends and deflection at c using the conjugate beam method 61 what if a → 0
Q1/Find the horizontal displacement at C . and @y by using Virtual Work Method, i you know E - 200 GPa, I - 25°(10% mmé , (P KN)
For the given polynomial y = azx² + azx³, determine az and az that will make (1, 3) a point of inflection of the given curve. O az = 1/2 and az = -3/2 O a2 = 9/2 and az = -3/2 O az = 1/3 and az = -1/2 az = -9/2 and az = 1/2
All of the following are correct except A Creating the bending moment diagram by parts can be done with respect to only one point/location. B In area moment method, the deviation at any point is positive if the point lies above the tangent. Ⓒ The change in slope between the tangents drawn to the elastic curve at any two points A and B is equal to the product of 1/El multiplied by the area of the moment diagram between these two points. D The moment of a load about a specified axis is always defined by the equation of a spandrel y=kx^n.
Determine the displacement at C and the slope at B. E = 200 GPa, | = 70 x 1016 mm^4. Use Conjugate Beam Method. Express your answers in millimeter and degrees respectively. 4 kN 4 kN C B tisatism -15 m15m- -3 m- 3 m