c) deflection at B and rotation of tangent at C (El is constant) 6 ft- 30 k B -4 ft- C 2 k/ft -10 ft D

Q: 30 kN 10 kN/m -2 m В 5m -3 m A

A:

Q: Determine the deflection and rotation of tangents of the following determinate structures.

A: Given: Required: Deflection and rotation of tangents at free end

Q: Determine the slope at C of the beam, E = 200GPa, I = 56 × 10ºmmª

A: A simply supported beam is loaded as followsE=200Gpa ,

Q: obtain the rotation and deflation at the free end of the cantilever beam below

A:

Q: The beam has a moment of inertia of /= 125(106) mmª. Determine the slope of the beam at B. E= 200…

A: Given : I = 125 X 106 mm4 E = 200 GPa Determine the slope of the beam at B?

Q: 3 من إجمالي 3 CB 3: Determine the Deflection and Rotation at C by Using Conjugate Beam Method. 12 kN…

A:

Q: -X1 6kN 8m- A Determine the slope at C and slope at A. Determine also the maximum upward deflection…

A: Given data : Determinate overhand beam with roller at A and pinned at B , EI = 1kn-m2  Find : slope…

Q: 17. Determine the location of the maximum deflection in ft between supports BC relative to A. 18.…

A: Calculation of deflection using Double integration method

Q: 1-11. Solve Prob. 7-10 using the conjugate-beam method. A - 2 m 30 kN B 1 m C

A: Given:Required:Slope at B and maximum deflection

Q: 3 Detemhe the slope at b and the displacoment et pont E for the beam Om lam lom +

A: One another support at B is missing  After considering hinge support at B

Q: I. From the propped beam shown 1. Compute the moment at the fixed end B. 2. Compute the reaction at…

A: Given:- EI=24000 kn-m2 To find:- 1. Moment at fixed end 2. Reaction at A 3. Deflection at free end

Q: - Determine the moment of the force about point O. s00 N

A:

Q: For the beam loaded by a clockwise couple at the right end, determine the slope and deflection at…

A:

Q: you left out the distance on Moment B = Fcd sin 20 (1.2m)

A: Hey there, Don't worry,  I will now provide correct solution .  Please have a look on attached docs.…

Q: uncracked transformed section

A: Given: The dimension of the beam is 300 mm x 500 mm Modular ratio, n = 8 Reinforcing steel bars = 4…

Q: A 3m B 1 KN/m 1m 1m C 2 KN.m D

A:

Q: A child in a boat throws a 6.40 kg package out horizontally with a speed of 10.0 m/s. Calculate the…

A:

Q: 01) For the beam and loading shown, 4KN/n Determine: (a) the equation of the elastic curve (b) the…

A: Given Structure: EI=860 KN-m2

Q: 10–43. The shaft is made of A992 steel. It has a diameter of 25 mm and is supported by bearings at A…

A:

Q: Q5) The beam is subjected to the load P as shown. Determine the magnitude of force F in terms of P…

A:

Q: STATICALLY INDETERMINATE BEAMS Using Double Integration Method and/or Moment Area Method, answer -2…

A:

Q: A B h C

A: Angular velocity: The rate of change of position or rate of change of displacement about the axis…

Q: Problem IlI. Determine the support reactions at B and the location 900 N/m 300N of the maximum…

A: Moment-Area method: The slope of the beam is equal to the area of the curvature diagram of the beam.…

Q: Solve the problem using Moment -Area Method Problem III. Determine the support reactions at B and…

A:

Q: 10 kN/m ‚B A 3 m 3 m El is constant

A:

Q: CLO 3: An 8-m simply supported beam AB carries a downwa kN point load located 6 m from the left…

A: To find value of constant C1

Q: Determine the deflection at the point of application of the concentrated load. Ans.: E I delta space…

A: To find location of maximum deflection, Deflection under point load, Slope under moment

Q: For the step pulley shown, solve for the resultant of the non-concurrent forces applied on it.

A:

Q: Solve for the global equilibrium equations and find the internal force of the beam

A:

Q: 06. At what angle 6 must the 800 N force be applied in order that the resultant R of the two forces…

A: Given that: Two forces acting on a hook such that F1=800N and F2=1400N and angle between them is θ…

Q: F9-13. Determine the slope and displacement at point A. El is constant. Use the principle of virtual…

A:

Q: Problem III. Determine the support reactions at B and the location 900 N/m 300N of the maximum…

A:

Q: Prob. 12-53

A: by the principle of super position  divide the beam into following way

Q: Problem III. Determine the support reactions at B and the location of the maximum deflection for the…

A:

Q: draw the deflection curve

A:

Q: Solve for the angle at the hinge support and the deflection at point C. El= 20000KN-m2. Use…

A: Given,  There is a  simply supported beam given in the question..  The total length of the beam =…

Q: (a) Draw the FBD of wedge B and block A when wedge B impends to slide to the right. Friction is…

A:

Q: Use E = 200 Gpa and I = 140 x 106mmª. 40 kN ๓๐. 6m B 3m

A:

Influence Lines

The graphs that show the variation of a function at a specific point on a beam or truss due to a unit load placed at any point along the structure are known as influence lines in engineering. Some common functions that are studied with influence lines are shear, moment, and deflection. In designing beams and trusses, it is important to use influence lines in structures where loads would move along their span such as bridges, crane rails, conveyor belts, floor girders, etc. The influence lines help to study where a load will create the maximum effect for any of the functions.