Using the Slope-Deflection Method, determine the value of the Moment Reaction at A for the steel beam shown. EI is constant throughout the span and there are no settlements in the supports. E = 200 GPaI = 300x10^6 mm^4 PROBLEM#4: SLOPE-DEFLECTION METHODUsing the Slope-Deflection Method, determine the value of the Momentfor the steel beam shown. El is constantReaction at Athroughout the span and there are no settlements in the supports.E = 200 GPa| = 300x10^6 mm^4...4,8kN/m2.9kNA4.00 M-+1.50 M-

Answered: Image /qna-images/answer/2d24fb02-f218-422d-93a1-1eca1fb72e2b.jpg

Answered: Using the Slope-Deflection Method,…

Using the Slope-Deflection Method, determine the value of the Moment Reaction at A for the steel beam shown. EI is constant throughout the span and there are no settlements in the supports.

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: Note: The values of Constants A, B, C, D can be determined using the following: A=2 B=9 C=5 D=3

A: Fixed end moment mBC =-2.18220=-6.72mBC =2.18230 =4.48 MBA +MBC =04EIθB7-6.72…

Q: For the beam shown in Fig. (4); (EI is constants): A-Calculate the reactions at A and B; B-Determine…

A: Given : Propped cantilever beam with UVL Double integration method

Q: 10.Determine the vertical displacement of joint C of the truss. Each member has a cross-sectional…

A: Given data: A=300 mm2. E=200 GPa.

Q: Problem 1- The beam shown below is in equilibrium when subjected to forces presented. Determine the…

Q: Problem 4 a. Using the force method, determine the support reactions of the beam shown below. Use…

Q: Using slope deflection method, find the reaction moments at support'of the continuous beam Fig4. E…

Q: 1. USE EITHER METHOD OF LEAST WORK (CASTIGLIANO'S THEOREM) OR METHOD OF CONSISTENT DEFORMATION…

Q: Q. 3. Using the force method of analysis, determine the reactions of the beam shown in Q. 3, if…

A: Given data: E=200 GPaI=300×106 mm4δ=5 mm

Q: Using slope deflection , Determine the reactions and draw the shear and bending moment diagrams for…

Q: Determine the vertical deflection at B

Q: A 41 6 m 20 KN/m 3 m 40 KN 31 2 m OC

Q: Determine the reaction at each support using slope-deflection method. El is constant. 20 kg/m 100…

A: given diagram is first find fixed end moments FEMAB=-wl212w=200N/m,…

Q: 3. Determine the reaction of supports using slope deflection method. El is constant. 20 kN / m 24 kN…

Q: Analyze the propped beam loaded as shown below: use either double integration or area moment method.…

A: Given propped beam It is solved by using double integration method Draw modified free body diagram…

Q: The sway frame shown below is supported by fixed supports at A and D. The frame carries the loading…

Q: The beam is subjected to the linearly varying distributed load at segment AB and a uniformly…

A: A beam is a load-carrying component of the building which is used to resist seismic conditions and…

Q: Determine the deflection at midspan

A: Uniformly distributed load (UDL): - It is a type of load that is applied into an object evenly…

Q: 4 KN 4 KN/m 2 KN/m 4m R:

Q: beam is loaded and supported as shown. (a) Use the double-integration method to determine the…

Q: Using Double Integration method Find the Reaction at the Supports. Assume El is Constant along the…

Q: FIGURE PA33 FIGURE PA4 4.33 and 4.34 A simple beam with an overhang and a continuous beam are…

A: 1.

Q: Using the Slope deflection method, calculate the reactions at the supports of the beam shown: Assume…

A: Given

Q: Using the slope-deflection method, determine the end moments and the reactions at the supports of…

A: from the given question it is required to calculate end moments and the reaction at supports of the…

Q: Using Three-moment equation and Slope deflection equation method. Determine the (A) moment reactions…

A: We are using slope deflection method here for calculations

Q: 2. Determine all reactions of supports using the slope-deflection method. El is constant. 40kg |20kg…

A: Slope Deflection Method: The slope-deflection method is used to analyze statically determinate and…

Q: Analyze the structure using slope deflection method solve for the reaction at support A and support…

A: Slope Deflection Method A and B are the fixed end supports and C has a vertical reaction at L/2 from…

Q: Using slope deflection method on the frame in Figure 3, calculate the end moments on members AB, BC,…

Q: Q#2 Determine the reactions of all supports using the slope-deflection method. El is constant. 200…

A: FEMAB=-wl230=-50×5230=-41.67kgmFEMBA=wl220=50×5220=62.5kgmFEMBC=-62.5-wl8=-62.5-200×58=-187.5kgmFEMC…

Q: A simply supported beam AB of length į carries a gradually varying load with zero at Band w per unit…

Q: Determine the support reaction at D using Conjugate Beam Method. Indicate the negative sign if the…

A: Solution: Given Data; E=200 GPaI=300×106 mm4

Q: Problem 1- The beam shown below is in equilibrium when subjected to forces presented. Determine the…

Q: I. CALCLULATE THE FEM FORMULA OF THE GIVEN FIGURE USING: A. THREE MOMENT EQUATION. (5 PTS EACH) B.…

A: Since each part of the question has a detailed solution only first part of Q. 1 has been done here.…

Q: The frame is subjected to a distributed load which starts at 200 N/m at A and increases to 250N/m at…

A: a) Using the figure to the right of the frame, draw a free-body diagram of the frame. Label the…

Q: Question 1 A statically indeterminate beam is given in the figure below. Member BC is subject to a…

Q: 2.) Determine the reaction at the center support of the continuous beam using double integration…

Q: The degree of static indeterminacy N, and the degree of kinematic indeterr plane frame as shown…

Q: Example: Beam AB is subjected to a uniform load of 200N /m and is supported at B by post BC, Fig. a.…

Q: Figure 1 shows a statically indeterminate structure supporting a gradient distributed load.…

A: FBD:

Q: The beam shown below is in equilibrium when subjected to forces presented. Determine %3D the…

A: applying moment equation and equilibrium of vertical and horizontal forces to find reaction

Q: Q/2/.A cross section of the beam as shown in Fig. If subjected to a maximum vertical shearing force…

A: Given data- Maximum vertical shear force (F) = 60 KN To find- It is needed to find out the shear…

Q: Question 42 Determine the reaction at each support using slope deflection method. El is constant. 20…

Q: For the frame shown, determine the reactions at the supports by the slope-deflection equations.…

A: Calculate the Fixed end moment MAB¯=-Wl1l22l1+l22=-30×5×123+12=-18.84 kN-mMBC¯=-30×32×13+12=-3.28…

Q: Determine the support reaction at C using Conjugate Beam Method. Indicate the negative sign if the…

A: Consider the given figure \ Consider F.B.D

Q: 2. Determine the displacement and slope at point C for the beam shown in Fig. 2. Note that EI is…

Q: Classify the structure shown as externally unstable, statically determinate, or statically…

A: Degree of indeterminacy : External = Number of reaction -3 External = 3+1 -3=1 Internal = -1 (due…

Q: If the weight of the W in the following figure is 135 KN. determine (By) the component of the pin…

Q: A 0.25-kg hollow square thin plate is pin-connected to a wall with an outer side length of c = 15 cm…

Q: using any Geometric Method. Consider 250 mm x 400 (b x h) mm section and E = 100,000 MPa. Enter the…

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

Using the Slope-Deflection Method, determine the value of the Moment Reaction at A for the steel beam shown. EI is constant throughout the span and there are no settlements in the supports.

E = 200 GPa

I = 300x10^6 mm^4

PROBLEM#4: SLOPE-DEFLECTION METHOD
Using the Slope-Deflection Method, determine the value of the Moment
for the steel beam shown. El is constant
Reaction at A
throughout the span and there are no settlements in the supports.
E = 200 GPa
| = 300x10^6 mm^4
...
4,8kN/m
2.9kN
A
4.00 M-
+1.50 M
-

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 by step

Solved in 2 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

For the loaded beam shown, using moment - area method. a. Determine the value of Elő at mid span and under the concentrated load t b. Determine the deflection at mid span and under the concentrated load Use = 200 GPa and I=65.0x10€ mm“. 24 kN 18 kNim B |-1,5 m--1.5 m→ 3 m
4. By using Conjugate Beam Method, Determine the deflection 3mto the left of roller support. 30 kN/m B 55 KN 9 m El = constant E = 200 GPa 1= 830 x 100 mm4 (a) Real Beam --3m-
For the loaded beam shown, using moment - area method. a. Determine the value of El6 at mid span and under the concentrated load t b. Determine the deflection at mid span and under the concentrated load Use = 200 GPa and l=65.0x106 mmª. %3D 24 kN 18 kN/m B |-1.5 m→-1.5 m–- - 3 m
180 kN F2sm -2.5 m- -5 m El = constant E = 200 GPa I = 1700 × 10º mmª Use the conjugate beam method to determine the slopes and deflections at points B and C of the beam.
Determine the following unknowns on the beam shown below using Conjugate-Beam Method. Consider 250 mm x250 mm section and E = 200 GPa. Show complete and organized solution. a. Vertical Reaction at C in kN. b. Moment Reaction at C in kN-m. c. Deflection at point B in mm. d. Maximum deflection on the beam in mm Given: a- 4m b- 24kN/m c- 9kN
Determine the slope and deflection at point B of the steel beam shown below using conjugate beam method. The reactions have been computed. E= 29(10³) ksi, I-800 in. 5k A (1 75 k-ft -15 ft- 5 k real beam -15 ft- B
Find the slope and deflection at B and E of the beam and loadings shown using area-moment method. The section of the beam is tubular with outer diameter of 500mm and inner diameter of 200mm. E=20GPa. (point B is not an internal hinge). 1800 N-m |2m B 2 m 200 N/m 2 m 2 m JE
6. Compute the slope and deflection at 4 m from the left support on the non-prismatic beam loaded and supported as shown below. E= 200 GPa, 1= 125 x 10 mm G. Use Double Integration Method H. Use Moment-Area Method 1. Use Conjugate Beam Method EI 4 m 20 kN/m 3 EI -3 m
Find the slope and deflection at B and E of the beam and loadings shown using unit load method. The section of the beam is tubular with outer diameter of 500mm and inner diameter of 200mm. E=20GPa. (point B is not an internal hinge).
Find the Deflection at C. Solve the problem using 3 methods (DIM Method, Area-Moment Method and Congugate Beam Method. Prove the same answer in every method. 2 k/ft A -15 ft. El = constant E = 29,000 ksi I= 3,500 in.4 ↓↓↓ B -6 ft- C
Problem 3 For the given beam with constant El, answer the questions using Conjugate Beam Method: 108 kN-m A B 6 m 6 m 6 m (а) Construct the conjugate beam for the given structure and loading. Conjugate Beam (b) Determine the slope at point D, 0p, using conjugate beam method. Answer: 0p = (c) Determine the deflection at point D, Ap, using conjugate beam method. Answer: Ap=
Find the slope and deflection at B and E of the beam and loadings shown using area-moment method. The section of the beam is tubular with outer diameter of 500mm and inner diameter of 200mm. E=20GPa. (point B is not an internal hinge).