Use the Castigliano's theorem to determine PROBLEM #2 the displacement of point C and slope of point D of the beam made from steel. I = 245 int. Express your answer in inches. 8 kip 8 kip A В D C - 5 ft 5 ft -5 ft 5 ft-

Use the Castigliano's theorem to determine PROBLEM #2 the displacement of point C and slope of point D of the beam made from steel. I = 245 int. Express your answer in inches. 8 kip 8 kip A В D C - 5 ft 5 ft -5 ft 5 ft-

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: A frame fixed at end 'D' and free at end 'A' is shown in figure. The vertical mm. Assume EI = 16.8 ×…

A: For given arrangement,P=20 kNEI=16.8 x103Frame fixed at D

Q: INTERNAL FORCES - EQUATION i) What is the equation for shear force V(x) and bending moment M(x EACH…

A: …

Q: 4000 mm2 150 kN 3 m 4000 mm2 2600 mm2 B 4000 mm2 225 k 3 m- - 3 m- E= 70 GPa Determine the total…

Q: The 420-N force is applied to the 82-kg block, which is stationary before the force is applied.…

Q: Calculate the moment of inertia of the cross section of the beam about its centroidal xo-axis.…

Q: 6. Calculate the deflection at point B using the second Castigliano Theorem. Neglect Shear. Hint:…

A: Given spring and beam with rollers and with point load of intensity P acting at the end. It is asked…

Q: Determine the force (P) required to keep the block to move up, given that μs = 0.33 and μk = 0.21.…

Q: A simply supported 5-meter beam is an S- Beam, S610 x 119. If the beam has no external load, A. What…

A: Given:S610*119 beamLength = 5mSimply supported beam with no external loadRequired:Reaction at hinge…

Q: the horizontal displacement of joint B

A: Given: A simply supported truss member. E = 205 GPa = 20500 MPa Area = 400 mm2 To find: The absolute…

Q: Problem 1 The horizontal rigid beam holds the distributed load indicated in the picture. Determine…

A: Area of each bar, Modulus of elasticity,

Q: A structure as shown in the figure is hinged at A and rests on a roller at C. In using Castigliano's…

Q: 2 k/ft Br Івс 3 800 in.4 10 ft IAB = 500 in.4 ICD = 500 in. D

Q: For the beam shown, E = 29 x 10^6 psi and I = 156 in.^ following: The reaction at A in kips. 2…

Q: For the beam below, use the deflection tables from the FE equation packet to determine the…

A: Determine the reaction at support A using the relation.

Q: 2. Forces P and F acting along the bar shown in the figure, to maintain equilibrium of pin A.…

A: Given data Find force F and P

Q: Find the vertical deflection at point L2 and horizontal deflection at point L4. The circle figures…

Q: EΧΑMPLE (1) A circular bar having 200 mm? area is subjected to axial loads as shown in Fig .Find the…

Q: A uniform bar weighs 10 kN, carries is suspended Compute its 16. Refer to figure 7. vertically from…

A: statement of the hooks law- in a homogeneous isotropic elastic material under uniaxial loading and…

Q: Q1. Find displacement at "K" using Unit Load theorem.

A: ###Determination of Displacement at K using Unit load method##

Q: Show FBD

Q: D 10 in. A B| y

Q: Use Castigliano's Theorem to determine the vertical displacement at joint B in mm. Cross sectional…

Q: Draw the shear-force and bending-moment diagrams for the beam shown. Determine the shear force 6.81…

Q: Use the Castigliano's theorem to determine PROBLEM # 2 the displacenment of point C and slope of…

A: By placing a load P at the point C downwards. Finding the support reactions. Take the moment about…

Q: 1. Using DIM, solve for: a. Ymax (mm) b. A (rad) Use E = 200 GPa. 165 KN A 1m B 2m 1m P C D 2m 90…

Q: Using an algebraic summation of components, calculate the resultant R of forces A, B and C. Find…

A: Horizontal component :Rx=-200442+32+170882+152Rx=-80NVertical component…

Q: Calculate the moment of inertia of the cross section of the beam about its centroidal xo-axis.…

Q: Q2- For the frameshown in the figure determine the total displacement of join A if support C…

Q: Find the beam deflection y(x) that satisfies EI= W(x) for 0 <x< 2c . Wo 30 UIN

Q: Find the solution of following Differential Equation where the solution represents the deflection…

A: Deflection at point b is solved by solving differential equation Here y represents deflection at…

Q: Find the moment of inertia of the solid formed by revolving about oy the area bounded by * a?y = x3,…

A: To find moment of inertia about y axis

Q: PROBLEM - ASSIGN ALL PARTS NOTE: This is a multi-part question. Once an answer is submitted, you…

Q: At 日 a1/3 L/3 エ 2エ

Q: Problem 3. For the simply-supported beam given below, use the Moment-Area method to determine slopes…

Q: For the following Problem using the Stiffness method only (FEA) determine the rotation at B. Assume…

Q: P1) Using the second theorem of Catigliano find the amount of internal forces in the shown truss.…

Q: 4- Using Castigliano's theorem, determine the displacement of point B of the beam shown below. Take…

A: E = 210 GPa I = 285 × 106 mm4 Determine the displacement of point B of the beam using Castigliano's…

Q: downwards, is located midway between the simple supports of the beam shown. Determine the…

Q: A В a Given a cantilever beam with a concentrated force P at point B. What is the maximum deflection…

A: Given data, P = 18 kN a = 2.8 m = 2800 mm b = 4.7 m = 4700 mm EI = 80000 kN-m2 = 8×1010 kN-mm2

Q: Determine the resultant of the load acting on the beam ABC and the location of the resultant from…

A: load = Area of the figure .. For UDL = resulting force is halfway For UVL = 2l/3 from free end…

Q: Determine the magnitude(lb) of the vertical component of force at point C if P = 137 lb, x = 14.7…

Q: concentrated load P = 6 kN, acting downwards, is located midway between the simple supports of the…

A: The given values are as follows, P=6kNa=6mE=233GPaI=253×106mm4To determine the deflection at C

Concept explainers

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.

Question

Use the Castigliano's theorem to determine
PROBLEM +H2 the displacement of point C and slope of point
D of the beam made from steel. I = 245 int.
Express your answer in inches.
8 kip
8 kip
А
В
D
C
- 5 ft 5 ft-
-5 ft 5 ft-

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

Step 2

Step 3

Step 4

Trending now

This is a popular solution!

Step by step

Solved in 4 steps with 4 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Can you explain how to derive to get the values below? and where does the 10^-3/1 came from? (I underlined it with a red ink)
Give me all right solution with clear calculations
Problem 01. (A-ODD) Given P1 = 40 Ibs and P2 = 100 lbs. (Use negative sign to indicate a direction of going down and going to the left.) 15 129 a. Determine the resultant of the two forces. b. Determine the components of the resultant along x axis. C. Determine the components of the resultant along y axis.
Determine the displacement and slope at point C of the cantiveler beam. The moment of inertia of each segment is indicated in the figure. Take E=200GPa. Use Castigliano's theorem.
A concentrated load P = 5 kN, acting downwards, is located midway between the simple supports of the beam shown. Determine the deflection, in mm, at the free-end C. Use a = 6 m., E = 239 GPa, and I = 271 x10^6 mm^4. ROUND OFF TO THREE DECIMAL PLACES. USE STORED VALUES. INCLUDE THE SIGN OF YOUR FINAL ANSWER. (positive = upwards; negative = downwards) A a a
Deformation Useing (unit load method)
Derive the following equation of maximum deflection using double integration method.
Solve this deflection question
6k Problem 3 vertical displacement of joint A. Each bar is made of steel and has the cross-sectional area shown. Take E = 29(103) ksi. Use any method. Determine the 2 in. D 2 in. 2 in.? 3 in. 3 in,? 4 ft A 3 in.? 3 in. 4 ft 4 ft 6 k.
Determine the magnitude of the x-component of force Q (in N) if P=92.6 N, Q = 53.1 N, e = 58.8° and a = 42.2°.Round off only on the final answer expressed in 3 decimal places. Instead of units, indicate the direction of the x-component. Use R if to the right, L if to the left, U if upward or D if downward. y a
Please answer 8, 9 and 10. Thank you!
Calculate the beam deflection at point B. Negative if defection is below the x axis, and positive if above. Assume that E = 29520 ksi and / = 432 in.4 are constant. Answer in inch rounded-off to 3 decimal places. 12 kips A 2 kips/ft 6 ft B 4 ft C X