Please solve using displacement method 10-4. Determine the moments at the supports A and C.then draw the moment diagram. Assume joint B is a roller.El is constant.25 kN15 kN/mВ3 m 3 m4 mProb. 10-4 10-3. Determine the moments at A and B, then draw themoment diagram for the beam. El is constant.MoEEAL-Prob. 10-3

As per our guidelines we are supposed to answer only one question. Kindly repost the other questions…

Answered: *10-4. Determine the moments at the…

*10-4. Determine the moments at the supports A and C. then draw the moment diagram. Assume joint B is a roller. El is constant. 25 kN 15 kN/m -3 m -3 m - 4 m Prob. 10-4

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: 3. If only one person is on the swing in the image below, it is comparable to a point load of = 500…

A: Laplace modification is used to solve different scales. It is widely accepted in many fields. We…

Q: Question - Derive for the displacement in a matrix form for a two-dimensional

Q: Problem 3 Using the method of virtual work, determine the VERTICAL displacement of joint A on the…

A: Virtual work method: The virtual work approach, also known as the virtual force method or the…

Q: The basic differential equation of the elastic curve for a cantilever beam is given by the following…

A: Given the following parameters: L = 120 inches E = 30,000 ksi I = 800 in4 P = 1 kip Initial…

Q: You have asked to investigate the following: (a i) The bending moment, M of a beam is given by:…

A: Given:- M=3000-550x-20x^(2) Plot bending moment diagram

Q: Problem 2. Use virtual work method and determine the following unknowns on the truss system shown…

Q: Find the increase of pressure at points A and B due to a loading q=400 kPa placed on the given…

Q: analyze the shown beam using: 1- force method 2- stiffness method assume that A is pin support and B…

A: the truss using both the force method (method of joints) and the stiffness method.**1. Analyze the…

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: -2 m -4 m- C 4 m

Q: The area moment of inertia about an axis can be used to: a. Establish the equations of static…

Q: 2. A simply supported beam of length L carries a point load P in the downward direction at its…

A: To find the deflection at the mid point. Using 4th order differential equation Virtual work method…

Q: The cross-section is constant of modulus EI. Using the virtual works method, determine the…

A: Given:Required:Displacement of point BDisplacement of point B when displacement of point C is…

Q: A 7.6m cantilever beam shown carries 104KN/m uniform load. Point A is free end while point B is…

A: Objective: To determine the value of EIy' (kN/m2) at the free end i.e., A using the Double…

Q: A constant stress cantilever beam having a point load at the end is desired. The width b of the…

Q: For the given beam below, the 8 KN load is changed to 90 KN and the 4 KN load is also changed to 19…

Q: Select the correct shape for the shear and moment curves. It is best to solve the problem first and…

Concept explainers

Matrix Algebra for Structural analysis

Structural analysis is a process in which the effects of different loads and internal forces, acting on structures and their elements are determined. This method of analysis is effective in detecting the failure loads of the structural elements and the design can be altered before commencing the construction process, which ensures proper strength and safety of the structures.

Question

Please solve using displacement method

10-4. Determine the moments at the supports A and C.
then draw the moment diagram. Assume joint B is a roller.
El is constant.
25 kN
15 kN/m
В
3 m 3 m
4 m
Prob. 10-4

10-3. Determine the moments at A and B, then draw the
moment diagram for the beam. El is constant.
Mo
EE
A
L-
Prob. 10-3

Expert Solution

This question has been solved!

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

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step 3

VIEW

Step by step

Solved in 3 steps with 2 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

Manning’s equation
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…
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
Note:Hand written solution not allowed.
Can you solve this in a different way without using mohrs formula
SOLVE STEP BY STEP IN DIGITAL FORMAT Determine by the method of nodes, the forces at which all the members of the following trusses work. Place the results of each force in the members of the truss drawing for qualification. 1200 N 300 N A B oolco 0.00 3 m E 4 m 4 m
Problem 5 Using the conjugate-beam method, determine the displacement at D and the slope at D. Assume A is fixed support, B is a pin, and C is a roller. Take E = 29×10³ ksi, I = 650 in ¹. 12 ft- B -12 ft Ic 12 ft- 24 k
Analyze and solve the following problems using the Double-Integration Method. Show your complete solution in a clean and organized manner on your worksheet.
For the beam and loading shown, use the double-integration method to determine (a) the equation of the elastic curve for the beam, and (b) the deflection at B. Assume that El is constant for the beam. Let w = 6 kN/m, L = 4.0 m, E = 215 GPa, and I = 110 x 106 mm4 |B L/2 Answer: (b) VB = i mm
please solve using CASTIGLIANO’s Method ( Hand written and clean writing )