The rigid frame is loaded with a concentrated load of 48 kN and a uniformly distributed load of 18kN/m. Joints A and E are fixed supports while joint D is a hinge support. Using slope-deflection method, draw the shear and moment diagrams. 6m B 5m 21 2.5m 48 kN ↓: 21 1.5m с 4m I 18 kN/m 31

The rigid frame is loaded with a concentrated load of 48 kN and a uniformly distributed load of 18kN/m. Joints A and E are fixed supports while joint D is a hinge support. Using slope-deflection method, draw the shear and moment diagrams. 6m B 5m 21 2.5m 48 kN ↓: 21 1.5m с 4m I 18 kN/m 31

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: Using slope deflection method. Determine fix-end moment at member AB, BC and moment at C.

Q: SOLVE FOR ALL SUPPORT REACTIONS USING SLOPE DEFLECTION METHOD OR/ MOMENT DISTRIBUTION METHOD.

Q: Required a. The Shear and Homent Diagram of the beam ABCD. b. The Deftection at points 8&C. C. The…

A: SI=4-3=1Hence, taking RA as redundant. Note: Only 3 sub-questions shall be answered according to…

Q: For the simple beam loaded as shown, determine the value of Elō at C, 2m from the left support, and…

Q: Draw the shear and moment curves and sketch the deflected shape.

A: Given : Required : Shear, moment and deflected diagrams

Q: Lm im L, im 1. Determine the slope at point A and the deflection at point C. El=2000OKN-m2. Use…

A: There is a simply supported beam given in the question. The total length of the beam= 8m EI=…

Q: Calculate the reactions of supports for each beam below using slope-deflection method of analysis…

A: Calculate the reactions of supports for each beam below using slope-deflection method of analysis…

Q: By using Unit Load Method for Beam AB Detemine; 1. The Maximum Deflection. 13 kN/m 2. The Slope…

Q: 15 kN 2m 20 kN/m B D 1.5I 1.51 3m 3m 5m 4m I A

Q: 1) Determine the moment at joints D and C, then draw the moment diagram for each member of the…

A: The given frame is shown below.EI is constant.

Q: 4. Determine the member end moments and reactions for the three- span continuous beam shown due to…

A: Three span Continuous beam with uniformly loaded of intensity 32 kN/m Support settlement at B = 15…

Q: 23. Determine the slope at 24. If moment diagrams are referred at A, what is the total upward load…

A: A Beam with load acting downward in the overhanging part is given. Degree of Static indeterminacy…

Q: Q5 Determine the reaction forces at B and C of the continuous beam below. It is calculated that the…

Q: The Q-kg industrial door with mass center at G is being positioned for repair by insertion of the 5°…

Q: Draw the shear and moment curves and sketch the deflected shape.

A: The Shear Force and Bending Moment Diagram Calculation is Shown in Steps Below one by one.

Q: F9-19. Determine the slope at A and displacement at point C. El is constant. Use the principle of…

A: Given: Span, L = 8 m Load, Wu = 8 kN/m To find: The slope at A and displacement at C using the…

Q: On the given beam, find the following unknowns use the SLOPE DEFLECTION METHOD. Assume that E is…

Q: Determine the slope at A and the deflection at C. Use pt. B as moment center. Use area moment…

Q: 2. Assume that support at A is fixed and at C is pinned. Using slope deflection method, 2 kN/m 3m 4…

Q: Determine the deflection at the free end Ans: kN.m3 Determine the slope at point B. Ans. kN.m2

A: Take A as originMoment equations:Mx=-400-50x-100x-6

Q: A cantilever beam with overhang is subjected to the loads of intensity and location shown. E = 180…

Q: Using area method

A: w = 200KN/m Find --- shear value Point of inflection Moment value

Q: Draw the shear and moment curves for each indeterminate beam. Reactions are given. Label max- imum…

A: Solution: Draw the Free Body diagram of the structure:

Q: Problem no. 1 Determine the slope and the displacement at the end C of the beam. . 8 kN 4 kN A D B-…

Q: SOLVE FOR THE REACTIONS AND DRAW THE SHEAR AND MOMENT DIAGRAMS OF THE FOLLOWING BEAMS PROVIDE A…

Q: From the given beam loaded has shown; Determine the slope at A in radian. Using Moment Area Method.…

Q: 20 kN 24 kN/m 16 kN/m 5 m A 3.0 m - - 3.0 m 31

A: An indeterminate frame structure is given and it has been asked to determine moment in member AB.…

Q: A fixed-end beam AB supports a uniform lead of intensity e- 61.8 Ib/ft acting over part of the span.…

A: Method of Superposition: This method is applicable to statically indeterminate structures. This is…

Q: Determine the reactions and draw the shear and moment diagram. Use SLOPE-DEFLECTION METHOD ONLY. 22…

Q: Determine the vertical displacement of point F on AB. 100 k

A: Given figure shows a rigid beam that rests on two posts. It is required to determine the vertical…

Q: Find the M, R. and R.using the Three Moment Equation. 10KN/m 5 kN/m B 6

Q: From the given beam loaded has shown; Determine the slope at A in radian. Using Moment Area Method.…

Q: Draw the shear and moment diagram. 200 kN/m A B - 2 m- 2 m Determine the shear value at 1 m from A.…

Q: Determine the Deflection and Rotation at B for beam below by using Moment Area Method. 11 kN/m A 5.1…

Q: Draw the shear and moment diagram using slope deflection method. Use El = constant 10 kN/m 10 kN 15…

Q: Determine the slope and the displacement at the end C of the beam

Q: Determine the slope and the displacement at the end C of the beam. E = 200 GPa, I = 70(106) mm. Use…

Q: A continuous beam ABC has fixed supports at A and C and a roller support at B. Assuming constant…

A: It is required to determine the fixed end moments. Consider member AB,

Q: Determine the slope and the displacement at the end C of the beam. E = 200 GPa, I = 70(106) mm². Use…

Q: 4) Use the Slope Deflection Method to calculate all the reactions Draw the complete Shear and Moment…

Q: 5m 2. Gm 6m

Q: 2. Solve for the Slope at B and the support reactions of the beam shown below using both 3ME and…

Q: Problem no. 1 Determine the slope and the displacement at the end C of the beam. . 8 kN 4 kN A |C D…

Q: 11-22. Determine the moment at joints A, B, C, and D. then draw the moment diagram for each member…

A: Given data:- Supports A & B are fixed

Concept explainers

Beams and Frames

A beam is a horizontal structure or a member which is always subjected to transverse shear loads.

Question

Activity 3.
The rigid frame is loaded with a concentrated load of 48 kN and a uniformly
distributed load of 18kN/m. Joints A and E are fixed supports while joint D is a hinge
support. Using slope-deflection method, draw the shear and moment diagrams.
6m
B
5m 21
2.5m
48 kN
21
1.5m
с
4m I
D
18 kN/m
31

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 3 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

30 kN/m C D 8 m A B -10 m El = constant a. Draw the shear force and the bending moment diagrams for the frame below using the slope-deflection method. 5.
Applying the (AMM) Area Moment Method Approach. Consider 150 mm x 200 mm section and E = 80 GPa. Round off to two decimal places a. Vertical Reaction at C in kN.b. Slope of the elastic curve at support C in degrees.c. Deflection at point B in mm.d. Deflection at point D in mm. Show organized solutions
4.Determine the moment at A, B, C and D, then draw the moment diagram for the beam. Assume the supports at A and D are fixed and B and C are rollers. El is constant. Use the slope-deflection method. DO A 5 m BI 20 kN/m ņ CI 3 m - - 5 m DO D
W = 14, P=49 3. Solve for the Slope at B and the support reactions of the beam shown below using 3ME or SDM (choose one method only). Assume beam is prismatic and homogeneous. Draw the shear and moment diagram P kN w kN/m D 8m 8m 4m 4m 7TTT
22:26 6m 4. Axially rigid beam AB has E = 200 GPa and I = 5×10 m, and the truss members BC has E = 200 GPa and A = 5x105 m². Use slope deflection method and determine the support reactions at A and the truss member force under the action of 10 KN force acting at B _||| B 4m с YH25 10 kN X
Determine the slope at B and the maximum displacement of the beamshown below. Usethe moment area theorems. Take E = 29(103) ksi, I = 500 in4
Problem 1 Using the slope-deflection equations, compute the moment and vertical reactions at supports A and C of the beam below. EI is constant. Problem 2 A 9 m D 20 kN/m 80 kN Į B 3 m 3 m c
01 Determine the horizontal and vertical components of reaction at A and C. Then draw the shear and moment diagrams. Assume A and C are pins and B is fixed joint. Take El constant. Using: Slope Deflection Equations. 25 KN 2m 2m 12 kN/m 4m
D 40 kN pin-jointed frame A E HE El EI VA 2EI 120 kN VE 4.0 m 4.0 m 4.0 m 4.0 m The El value of the cantilever ABC varies linearly from 2EI at the fixed support to El at B and is constant from B to C. Determine the value of the vertical deflection at F and at C given: El cantilever ABC = 1080 × 10° kNm², EA m frame members = 300 × 10’ kN 3.0 m
Solve using moment area method
3. DETERMINE THE FORCES IN MEMBER AB AND BC IF P = 2500 N. LA P B 62⁰ 58⁰ C
Determine the Deflection and Rotation at B for beam below by using Moment Area Method. А 14.5 kN/m B 6.3 m