find the equations of the elastic curve using doube integration with coordinates x, and Xz and specity the slope at B and defiection at C. using doulde Assume Pz 20 Kips m= 300 k-ft しこ 30 ET is constant A is fixed B Xi

Q: 1-30. A differential element taken from a curved bar is shown in the figure. Show that dN/d0 = V,…

A: Given data,Differential element taken from curved bar givenShow that

Q: Determine the slope at the left support A (in degrees.). The beam is loaded with a moment load M =…

A:

Q: 3. The lap joint is connected by nine 20-mm diameter rivets. Assuming that the axial load P = 150 kN…

A: The load applied to lap joint,P =150 KNThe load is equally distributed to 9 rivets.the dimesion of…

Q: P C L-4 314 L

A:

Q: 1-30. A differential element taken from a curved bar is shown in the figure. Show that dN/d0 = V,…

A: Given :

Q: Q3) Determine the slope at B and the maximum displacement of the beam. Use the moment-area theorems.…

A: Given Data E = 29 × 103 ksi  I = 500 in4 Find the slope at B and maximum displacement of the beam…

Q: mine the elastic curve for the simply supported beam using the x coordinate 0 ≤ x ≤4/2. Also,…

A:

Q: #2 Determine the equations of the elastic curve using the coordinates x and x2, specify the slope…

A:

Q: 8-40 Determine the dlisplacement at A . Assume B is ca roller. E= 200 Cofa, I= 80XI0 mmy.Use…

A: Consider the free body diagram as;

Q: A uniform beam (El = constant) PQ in the form of a quarter circle of radius R is fixed at end P and…

A:

Q: The cross-sectional dimensions of a beam are shown. The internal bending moment about the z…

A:

Q: 8-34. Determine the slope and displacement at point B. Assume the support at A is a pin and C is a…

A: Given: E=200 GPaI=150106 mm4 To find: Slope and Displacement at Point B.

Q: The steel framework is used to support 200KPA load (slab) used for an office. Sketch the loading…

A: Structural steelwork can be utilized to shape the 'skeleton' edge of a structure or other assembled…

Q: For the simply supported displacements at E and C. values along the member

A:

Q: For the section shown: 520 320 75 100 a. Determine the elastic section modulus in

A:

Q: Using double integration method, for the overhanging beam shown, (a) derive the equation of the…

A:

Q: по. 2 the equations of the elastic curve us e coordinates and , and specify the slope at B and…

A: To find slope at B and displacement at C

Q: Determine the displacement at the center B of the beam and the slope at A. EI is constant. Use the…

A: Draw the free-body diagram of the beam. Write the equilibrium equation for the sum of the moment…

Q: Obtain the elastic curve of the ABC bar by the "Initial Values Method". Calculate the rotation (OA)…

A: Given data   We have to Obtain the elastic curve of the ABC bar by the "Initial Values Method".…

Q: For the beam cross section below, a vertical shear force Sz of 2,532 N is applied through the shear…

A: Shear force, P = 2532 N  Iyy = 8/3×a3×t   a = 108 mm    t = 4.3 mm

Q: The beam is loaded as shown. Determine the slope at the left free end. (at point A) in radian. Use…

A: given Data, L= 7m q=20KN/m Note: In the span AB ,the total UDL load is converted into the Point load…

Q: Assume that w0 = 122 N/m, L = 2.8 m, and EI is constant for the beam. Determine the slope equation…

A: By observing the given load distribution equation , it is evident that it is cubic curve For this…

Q: Derive the element stiffness matrix for a beam element (of length, I) with nodal d.o.f. [V1 01 V2…

A:

Q: Question 1) E (600)тm EA EA P= 180 +a kN EA В C 0-e diagram of the bars 300 тm 300 тm 300 тm The…

A:

Q: Each bar is made of steel and has a cross-sectional area of 600 mm. Take E = 200 GPa. 5. Determine…

A: Note: Hi! Thank you for the question, As per the honour code, we are allowed to answer three…

Q: Problem 1: 9-15. Determine the vertical displacement of joint A. Assume the members are pin…

A:

Q: Determine the f. unknowns on the beam shown below using Conjugate - Beam Method Consider 250 mm x…

A: Note:- Hi! Thank you for the question, As per the honor code, we are allowed to answer three…

Q: For the homogenous tapered beam (width is constant), determine the explicit form (no constants of…

A: solved

Q: 6 kN/m B C 3 m 3 m

A:

Q: The beam is loaded as shown. Determine the slope at the left free end. (at point A) in radian. Use…

A: ∑MB=0⇒RC (10)=60×15⇒RC=90 KN⇒RB+RC=60+60⇒RB=120-90=30 KN…

Q: Determine the value of a so the slope at A is equal to zero. EI is constant. Use the conjugate-beam…

A:

Q: 6 m 3 m 21 E = constant = 70 GPa I = 500 (106) mm4 %3D %3D

A:

Q: A X2 W Ic L w = 52 a = 3 L = 5

A: Given data :  w = 52k/ft , a =3ft , L = 5ft Find : Equation of elastic curve  Fixed Support…

Q: Determine the slope at Point D for the beam shown. EI is constant. Use Virtual Work or Castigliano's…

A: Option b   wL3/(192EI)  is correct

Q: For the cantilever beam given below, use Moment-Area to find slopes at A, B and C, and displacement…

A: Find:(a) Moment-Area to find slopes at A, B and C, (b) Moment-Area to find Displacement at B and C.

Q: Determine the equations of the elastic curve using the coordinates x1 and x3 and specify the slope…

A: Using the double integration method to get the slope and deflection at B.

Q: Hand

A:

Laws of Equilibrium

A body is said to be in equilibrium if the system of forces acting on the body tends to keep the body at rest, in other words, there is no translation motion or net torque on the body. Under such conditions, the equilibrium conditions are to be applied to analyze the condition. The branch of mechanics that deals with this condition is known as 'statics'. Under equilibrium, there are no net forces on the body.