please solve using CONJUGATE BEAM METHOD O Pab 2l -b)PL3EIPL?Og =2EIPLPL?16EIPx2(3L² – 4x*) 0 sxs48EI48EI6E 3L – x)Ph(L -9/3LEIPhx(L -x - b)OSxsaPx2GLEI-(21 - a)Pab6L EIE (3a - x) 0SxsaB6EIPa?dn =AE (3L - a)Og =-PaPb (L.at xVPah6EI2EI(21 -b)6LEIPa?(3x- a) a SXSL6EIPh(31-46) if a >bSaerT48EISwl(L'- 21.x +x')Smar384EI- - AEI24EI-(6L – 4Lx+x²)OB =6EI24EISEI2L Ela - 21)² + 2a(a - 21.)x + Lx daer (S2 - 121b+ 84y241. EI(SL - 121b + 8A)384EI(a - 2L)WoOSxsa241. EIif a zbME(6a - 4ax+x) 0sxs a24EIWoa24ET AL - a) Og =-(-L+x)(a - 4Lx + 2x)SanterKET (3L - 2a) if asb 34LET (21. -a")(31 - 2a) if a sb24L. EI6EI24L. EI96EIWpa"24E (4x - a)asxsLda 0.006 522"El360EI(7L* – 102x² + 3x*)at x- 0.51931360LEISio "LSar-0.006 510EI45 EIwoLA120L ET (10L' – 10L²X+5Lx² – x³) | ôp =24EI30EIat xAMax(L-x)6LEIE19 vaMol9/3EI6EIMoLMox?SanerMoLOg =EI16EI3EIMo2EI2EI

(As you have asked multiple questions, we will be answering only the first one, if you want a…

Answered: please solve using CONJUGATE BEAM…

Engineering

Civil Engineering

please solve using CONJUGATE BEAM METHOD

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

A beam ABCDE is shown below: B E The ratio of kinematic indeterminacy of the beam if considering all members axially in extensible to considering all members axially extensible is
A cantilever beam AB of length L is subjected to a uniformly distributed load w and simply supported at the end A with a spring. Assume that El is constant and stiffness of the spring is k. (a) Determine the reaction forces at the end B of the beam shown in Figure Q6 by using the virtual-work method. (b) Describe the procedure to determine the deflection at the middle of the beam in 100 words (without actually solving the problem). w A
3) The T shaped cross-section of a beam is made of a flange (the upper horizontal area A1 = 2000 mm2) and a web (the lower vertical area A2 = 3200 mm?) as shown in the figure. 20 mm If you want to compute the vertical distance C, of the centroid of this cross-section from the bottom most point of this cross- а. section then give the expression in terms of some numbers from which Cy can be computed. No need to carry out the calculation. b. From part (a) if you get Cy = 114.6 mm then give the final expression of the area moment of inertia Ix (about the x-axis going through the centroid of the T-section). Your expression should only contain some numbers. No need to finish the calculation. Give the final expression of the area moment of inertia ly (about the y-axis going through the centroid). Your expression should only contain some numbers. No need to finish the calculation. d. If you drill a circular hole of 15 mm diameter with its center 160 mm С. 20 mm 100 mm coinciding with the…
Page 6 Question 6 A cantilever beam AB of length L is subjected to a uniformly distributed load w and simply supported at the end A with a spring. Assume that El is constant and stiffness of the spring is k. (a) Determine the reaction forces at the end B of the beam shown in Figure Q6 by using the virtual-work method. (b) Describe the procedure to determine the deflection at the middle of the beam in 100 words (without actually solving the problem). O DEN5102 (2022) W L Figure Q6 B
2. P Derive an equation that describes the vertical deflection of the beam, y(x), and also B calculate the maximum deflection of the beam. M = 0.5PL %3D
Loads PA and PB are applied to a uniform cantilever beam AC, causing deflections SA and dB at A and B, respectively. Using the second- order integration method, determine expressions for PA and PB in terms of E, I, L, SA, and SB.
Problem 1 Use the second-order integration method to find the deflection equation. Let EI = constant. M A L B M
Consider the s single degree of freedom presented in the figure Тol Base The transformation of the first frame relative to the base is
Use Direct Integration Method to analyze the structures shown.
2. For a simply supported beam with a concentrated force, the coordinate system is selected as shown in the figure. Given F, a, b, 1, El, write the angle equation and deflection equation. a C b
Which one of the following trusses is unstable? A. C. D. В. The slope deflection method in structural analysis fall in the category of: a. Force Method b. Flexibility Method c. Method of Consistent Deformation d. Stiffness Method The bending moment diagram for a cantilever beam whose free end is subjected to a point load will be of the shape of a: a. Triangle b. Parabola c. Rectangle d. Cubic parabola
c) A thin elastic wire has its both ends tied to two fixed holders and is completely immersed in a flowing fluid. A study is to be carried out to determine the static deflection, 8, at the axis of the wire due to drag that exerted by the flowing fluid. Assume: 8 =f(1, d, p, µ, V, E) where dis a deflection in unit length, I is wire length, d is wire diameter, pis fluid density, u is fluid dynamic viscosity, V is fluid velocity, and E is elastic modulus of the wire. By using Buckingham Pi (t) theorem and basic dimensions system of MLT, predict a suitable set of a Pi (t) terms to study this problem. Use d, p, and V as the repeating variables. The unit of elastic modulus is given as Newton/m?.