Answered: 8. For the beam shown in Figure 3 (a)…

8. For the beam shown in Figure 3 (a) Determine the displacements and slopes at node 2; (b) Determine the reactions. TIT 4m 2 10 kN 4 m k=100 kN/m Figure 3 E=50GPa 1=2x10m²

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: 2. A plane element removed from a thin-walled circular tube loaded in torsion is subject to the…

Q: Consider the following showing the three-bar assembly. Nodes 1 and 4 are fixed. At node 2, a…

A: as given in the question both end is fixed so that the net extinction on the bar assembly is equal…

Q: 15 t 30 t 6 t/m 3 m 2 m 2 m 3 m 40 000 сm" B 120 000 сm" 80 000 сm" 6 m

A: Draw FBD: Resolving all horizontal forces:

Q: A triangular distributed load of max intensity w =370 N/m acts on beam AB. The beam is supported by…

Q: Find the vertical displacement at point C due to the temperature changes for the three hinged rigid…

A: Solution; Given that; α=0.00001h=60 cmHA=HD ............(1)

Q: 2. For the beams shown in figures, determine the displacements and the slopes at the in each…

Q: Compute the reactions for the beam in the given figure. The reaction for the beam at A is RAD The…

Q: Solve the fram by slope-deflection method

A: P=792N EI=constant To find Moments at each joint using slope and deflection method

Q: Q1. A forklift carries a platform and an isosceles right triangular component. Due to symmetry, we…

Q: SOLVE STEP BY STEP IN DIGITAL FORMAT Calculate the necessary reactions at supports A, B and C to…

A: A loaded beam is given and it has been asked to determine support reactions using equilibrium…

Q: 6 m 3 m 3m 30 kN 4 m F 4 m 4 m H. 4 m A B Figure (a)

A: Using method of joints to calculate the forces in each member of the truss. Support reaction at A=…

Q: The rod is supported by a ball-and-socket joint A and cables BD and CD. Suppose that w = 900 N/m.…

A: The tensile resistance created in the members of cables allows them to support the imposed…

Q: For the beams shown in below, determine the displacements and rotations of the nodes, the element…

Q: Q.04. Calculate the values and draw the diagrams for Shear Force and Bending Moment for the beam…

Q: Find the magnitude of element BD if a force of 90 j lb is added at node D in the following figure.

Q: Calculate the reactions at the supports B andC.

Q: 3. Rigid member ABD is connected to elastic member CDE as shown. Fo the given loading, what are the…

A: Given Data: E=70 GPa=70×103 N/mm2A=100 mm2CD=0.4m=0.4×1000=400 mm2DE=0.2=0.2×1000=200 mm2

Q: There is a door-shaped structure subjected to force as shown in the figure below, assuming that the…

Q: A small gap of 3 mm exists between the beam and the roller support before application of load as…

A: Given data, Gap between the beam and the roller support =3 mm UDl =10 kN/m

Q: A rigid beam BC is suspended by rods AB and CD as shown in the figure. Rod AB is made from aluminum…

A: Determine the location/ placement of the 75kN concentrated load Determine the axial deformation of…

Q: Consider the two-member frame shown in (Figure 1). Neglect the thickness of the members. Assume A, B…

Q: PROBLEM S The beam shown has Young's modulus E and moment of inertia I. The end XO by the angle Do…

A: A fixed beam is given. At the right support, the beam rotates at an angle θ. To determine The…

Q: A simply supported beam with a cantilever side is subjected to a uniform load of 15 kN/m and a point…

A: Given Data E = 205 GPA = 205 × 103 N/mm2 I = 60 × 106 mm4 Find a. Support reaction b. Shear…

Q: Q:1: Analyze the frame shown below by Slope-Deflect ion Method and write down ; a): Slope -…

A: Finding out moments.

Q: The displacement amplitude u, of an SDF system due to harmonic force is known for two excitation…

A: displacement amplitude u0 or (X0) = 15 cm and u1 or (X1) = 0.06 cmAt frequency at w = wn and w =…

Q: Consider a free-body diagram that cuts through D. How many internal forces should be drawn at the…

A: Free body diagram for a section is given. We need to determine number of internal forces required to…

Question

8. For the beam shown in Figure 3
(a) Determine the displacements and slopes at node 2;
(b) Determine the reactions.
HTT
4m
2
10 kN
4 m
k=100 kN/m
Figure 3
3
Till
E=50GPa
I=2x104m²

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

Step 2

Step 3

Step 4

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

For all bars L = 5 m, A = 20 mm^2, E = 210 GPa, I = 166 mm^4. Determine deformed shape. Determine node reactions.
A beam supported by three identical springs at points A,B,C (see figure). Given that flexural of rigidity of the beam, EI= 2.029X1011 N.mm2 ; spring constant,k = 1471.5N/mm, w=116N/mm All dimensions are in mm. 1. What is the reaction for at point A,B and C? 2. What is the deflection at point B? 3. Please draw shear-force and bending moment diagram.
Consider the beam shown in (Figure 1). EIEI is a constant. Suppose that www = 19 kN/mkN/m.
In the figure below, the beam is cantilevered from the wall. The connection of the beam to the wall can be considered a general interaction. The beam has a uniform density, so it will be subject to a weight force applied mid-way between points A and B. length from point A to point B =10.0 meters; weight applied at point B = 1.00 kN; beam weight = 0.500 kN Beam embeded in cwalla cautilever B A What is the magnitude and direction (relative to the x-y coordinate system shown in the upper left portion of the figure) of the horizontal and vertical components of the wall support? horizontal = 0 N, vertical = 1.50 kN O horizontal = 1.50 kN, vertical = 0N O horizonatl = O N, vertical = 1.00 kN O horizontal = ON, verttical = 2.00 kN