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

Q: A beam is shown in the figure below, and the flexural stiffness of the beam section is constant El:…

A: As bot mention which method to used for finding deflection at point C .    Let's solve using…

Q: A steel beam, of lengths a=4 m and b= 3 m and a hollow box cross section, is supported by a hinge…

A: A simple support beam with the hinge at A and roller support at B and an overhang portion BC. On…

Q: 10 kips 3 kips/ft D B. 3 ft 4 ft 3 ft

A:

Q: A cantilever beam carries an uniform load w along its entire length, L. EI is constant. a) Calculate…

A:

Q: A propped cantilever beam is loaded by a bending moment of the magnitude M, at the point B as shown…

A:

Q: F1.5 m→–1.5 m→- 2.1 m A В D Pj = 400 kN 2.4 m P2 = 360 kN %3D F 0.6 m E

A:

Q: Consider a non-uniform cantilever beam that is 1 m long and whose flexural rigidity is given by the…

A:

Q: Exercise 10: For the 2D frame shown in figure, E, A, I and L of the beam are given. Determine the…

A:

Q: Calculate the value of the integration constant C4. Enter your answer in kNm2 to three decimal…

A: Given:a=b= 5mq= 5kN/mRequired:Value of integration constant C4

Q: A steel beam, of lengths a= 6 m and b = 3 m and a hollow box cross section, is supported by a hinge…

A: The intensity of q starts from zero to 3.1 KN/mThe distance 'a' is 6m. The distance 'b' is 3m.

Q: A W = 500 N R = 150 mm 250 mm Figure Q3

A: from the figure,using equilibrium conditionmoment at the supportMA=w150 N-mmtotal strain…

Q: There is a beam AD subjected to two concentrated forces, as shown in the figure below, the Young's…

A: To find Slope at A and deflection at B?

Q: B my and M

A:

Q: A simply supported beam AB is subjected to a concentrated bending moment, as shown in the figure…

A:

Q: Loads PA and PB are applied to a uniform cantilever beam AC, causing deflections SA and dB at A and…

A: cantilever beam AC is givenFINDdetermine expressions for PA and PB in terms of E, I, L, , and

Q: Based on the given values of dimensions and material parameters, the value of R can be calculated as…

A: The giveb beam is a propped cantilever.It is subjected to a  clock-wise moment of magnitude at the…

Q: Rigid bar ABC is supported by bronze rod (1) and stainless steel rod (2) as shown in the figure. A…

A: Given data: d1=0.90 ind2=0.80 ind3=1.25 inL1=11 ftL2=9 ftL3=5 ftE1=15200 ksiE2=28000 ksiE3=15200…

Q: The beam in the figure below is subjected to a load P=2.5 kN at its end. Young's modulus is 210 GPa…

A: E = 210 GPaI = 5*106mm4

Q: Given: The beam below is welded to the wall at the left end. The beam is of length L. There is a…

A: Solution: To determine the equation of deflection curve for cantilever beam AB subjected to a…

Q: A uniform, simply supported beam, is loaded as shown in Figure 2. Using singularity functions,…

A: P = 320 N  w = 200N/m

Q: A beam is subjected to a bending moment, as shown in the figure below, where point B is assumed to…

A: θ in Real Beam = SF in conjugate beam δ (deflection in real beam) = BM in conjugate beam

Q: A uniform beam (Constant EI) with Length = L has both ends fixed. Applied loading is a uniformly…

A:

Q: A cantilever beam is loaded as shown in the figure. Assume El is constant. Determine: a. The moment…

A:

Q: 6.13 Determine the slope and deflection at point A of the beam shown by the moment-area method. B El…

A: The bending moment will be zero at point A, Maximum moment at B is =WL23 Now calculate the area of…

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.