Moment Distribution MethodGiven the continous Beam Determine the following:A. Supports Reactionb. Draw the Shear and Moment DiagramAB=3IBC=10ICD=2I MOMENT DISTRIBUTION METHODGiven the continous Beam Determinethe followingA. Supports ReactionB. Draw the Shear and Moment Diagram18K6K3k/ft2K/ft12ft24ft8ft12 ftcftAB = 3IBC = 101CD = 21

Answered: Image /qna-images/answer/3ef64d86-e898-4251-a7ec-05d82bbee1aa.jpg

Answered: Moment Distribution Method Given the…

Moment Distribution Method Given the continous Beam Determine the following: A. Supports Reaction b. Draw the Shear and Moment Diagram AB=3I BC=10I CD=2I

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 beam with a Z cross-section is subjected to a moment M, which has a magnitude of 20 kip - in. The…

A: M=20kips Iy=8.83in4 Iz=25.4in4 to find orientation of neutral axis

Q: The magnitude of the vertical reaction

A: Given , Length L is subjected to a varying distributed load, sin 3πx/L Nm-1Where, Distance x is…

Q: Compute for the Shear and Moment Equation each segment. Compute the Reactions and Draw the detailed…

Q: 2.Using Moment Distribution Method, determine reactions of supports in the beam shown in Figure…

Q: 4

A: Since you have posted a question with multiple sub-parts, we will solve first three subparts for…

Q: 1. Write about the effects of the Stability and Determinacy of Engineering Structures on the…

A: Stability of the structure: The stability of the structural members are depending on the equilibrium…

Q: Using symmetry to simplify the slope-deflection analysis of the frame in Figure 10.10a, determine…

Q: Determine the reactions of the given beam. Use Force method Let P =44 Figure 1: A PkN/m 4m 2m B F

A: Given Data Find support reaction using Force Method.

Q: A rigid member ACB is shown in the figure. The member is supported at A and B by pinned and guided…

Q: y | 1 A -X 25' 15⁰ 40° C F = 13 kips 15' B 11 .n

Q: The simply supported beam is subjected to the force F-550 N and the uniform distributed load with…

Q: Answers: Ay Use the graphical method to construct the shear-force and bending-moment diagrams for…

Q: 3. Two beams are supported as shown in the diagram below, each 150mm x 200mm x 4 meters. Beam CD is…

Q: Please answer completely. Box the final answers. Use the graphical method to construct the…

Q: 600 N 500 N.m 400 300 500 20

Q: The rigid bar BDE is supported by two links AB and CD. Link AB is made of aluminum (E = 70 GPa) and…

A: Given data Modulus of Elasticity (E) EAB = 70 GPA = 70 × 103 N/mm2 ECD = 200 GPA = 200 × 103…

Q: Using the Force Method of Analysis, determine the support reactions of the beam shown. El is…

Q: Problem 2-A concentrated couple, Mo = 600 Nm acts at the center of the simply Supported beam which…

Q: 55 kM y 70 kN/m В C 3 m 7 m

A: Given : Simply supported overhang beam with UDl, UVL and point loads

Q: A beam with a Z cross-section is subjected to a moment M, which has a magnitude of 20 kip - in. The…

Q: h. Estimate the deflection at x = 8.0 as well as the rate of deflection for the corresponding…

A: From the given Bending moment diagram - Mx = MA - RAx here, x = any distance between A and B, from…

Q: A bar of circular cross-section is clamped at ends P and Q shown in figure. A torsionl moment T=150…

A: Appreciate if there is detailed work with explanation and finds you helpful for ease of…

Q: Ql:- The coplanar force system shown in Figure below is subjected to a couple moment (M) and three…

A: From the given system of coplanar forces and moments

Q: Analyze the frame in the given figure. Given: El is constant, X=65 kN. 6 kN/m 50 kN 4 m3 m- D X KN…

Q: A cantilever beam is 4m long with a EI = 20MNm^2. It has a point load of P=1kN at the free end and a…

Q: respectively and vertical force of P = 75kN applied at joint C. Determine internal member forces…

Q: Use the graphical method to construct the shear-force and bending-moment diagrams for the beam…

A: a = 10 ftb = 5 ft w = 5 kip/ft

Q: (20%) Comute the end moments over the spports (10%) Compute the reactions at gthe supports (10%)…

Q: Figure 1 shows a beam ABC that has a constant EI. The beam is subjected to a couple moment and a…

Q: A 4 kN/m 15 m 20 m C

A: Bearing reaction of a beam = ? EI is constant throughout the beam

Q: Cut a cross-section through the beam and draw a free body diagram to the left of the cut. Determine…

Q: The rigid bar BDE is supported by two links AB and CD. Link AB is made of aluminum (E = 70 GPa) and…

A: Given : Modulus of elasticity of Aluminum E = 70 GPa Cross sectional area of link AB= 500 mm2…

Q: Compute for the Shear and Moment Equation each segment. Compute the Reactions and Draw the detailed…

Q: 1. Use the force method to calculate the redundant reaction of the indeterminate beam. E is…

Q: Example: Use the stiffness method to determine the reactions then draw the BMD for the shown beam.

Q: У F1 10

A: Given data Find support reaction.

Concept explainers

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.

Question

100%

Moment Distribution Method

Given the continous Beam Determine the following:

A. Supports Reaction

b. Draw the Shear and Moment Diagram

AB=3I

BC=10I

CD=2I

MOMENT DISTRIBUTION METHOD
Given the continous Beam Determine
the following
A. Supports Reaction
B. Draw the Shear and Moment Diagram
18K
6K
3k/ft
2K/ft
12ft
24ft
8ft
12 ft
cft
AB = 3I
BC = 101
CD = 21

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

GIVEN DATA

VIEW

DETERMINATION OF FIXED END MOMENTS

VIEW

DETERMINATION OF DISTRIBUTION FACTOR TABLE

VIEW

DETERMINATION OF MOMENT DISTRIBUTION TABLE

VIEW

DETERMINATION OF REACTIONS

VIEW

DRAWING SFD & BMD

VIEW

Step by step

Solved in 6 steps with 6 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

Please show the Step-by-step solution. Use pen and paper to solve. Thank you Determine the reactions at the supports of the following structures and draw the Shear & Moment Diagram. 9 kips/ft P= 15 kips 25 kips |E B D
Find the reaction of each support using MDM. Draw the Shear and Bending moment diagram of the beam shown. EI is constant.
Solve the problem by the moment-area method. The beam has constant flexural rigidity EI. A simple beam AB supports two concentrated loads P at the positions shown in the figure. B C 4. 4 A support C at the midpoint of the beam is positioned at distance d below the beam before the loads are applied. Assuming that d = 12 mm, L = 5.4 m, E = 200 GPa, and I = 193 x 10° mm, calculate the magnitude of the loads P (in kN) so that the beam just touches the support at C. 163.87 x kN
A beam is clamped at point A and is simply supported at point B, as shown in Fig. 2b. It is subjected to a point load and a moment at the free end. Applying Castigliano's Theorem, predict the support reactions at point A and B. El is constant. P Mo A B- L Fig. 2b
The rigid bar BDE is supported by two links AB and CD. Link AB is made of aluminum (E = 70 GPa) and has a cross-sectional area of 500 mm^2; link CD is made of steel (E = 200 GPa) and has a cross-sectional area of 600 mm^2. For the 30 kN force shown, determine the deflection of B and E, respectively. 0.4 m 0.3 m B A 0.2 m OC -0.4 m 30 kN E
For the simply supported beam subjected to the loading shown, derive equations for the shear force V and the bending moment M for any location in the beam. (Place the origin at point A.) Let a=1.50 m, b=5.00 m, PA = 75kN, and PC = 90kN. Construct the shear-force and bending-moment diagrams. Calculate the reaction forces By and Dy acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below.
do asap
Compute for the Shear and Moment Equation each segment. Compute the Reactions and Draw the detailed Shear and Moment Diagram indicating values.
Q2 / The cross sectional area of each member of the truss as shown in the figure below 1.75 in² and E = 29(10³)ksi, determine the vertical displacement at joint D due to radiant heating of member FD is subjected to an increase in temperature from 20° F C to 110° F, take a = 0.75(10)/F, and member CD would be decreased 0.2 in use Method of Virtual Work. (P in k) 4 m P=9 PLE 3 m B 3 m C VP 3 m D
Solve for the member forces and support reactions for the figure shown using Jacobi method
Compute for the Shear and Moment Equation each segment. Compute the Reactions and Draw the detailed Shear and Moment Diagram indicating values.
P (kN) d (mm) t (mm) www 85 80 25 The beam in Figure Q2(a) has a cross-section as shown in Figure Q2(b), where the values of P, d and t are given in Table Q2. (a) Determine reactions, RA and Rg. (b) Determine the shear force at section AB and bending moment at point B. (c) Determine the neutral axis and moment of inertia of the cross section of the beam (d) Det hine the maximum tensile and compressive bending stress the beam at point B. (Formula: omax =). Then, plot the bending stress distribution. (e) Determine the maximum shear stress of at section AB. (Formula: T =). P (kN) t (m d (mm) 1.6 m 0.8 m d (mm) t (mm) t(mm) (a) Figure Q2