2) Using the Slope Deflection Method determine the support moments, reactions, and propping force R, for the portal frame shown in Figure 2 below. Also, you are required to draw to scale the shear force and bending moment diagrams

2) Using the Slope Deflection Method determine the support moments, reactions, and propping force R, for the portal frame shown in Figure 2 below. Also, you are required to draw to scale the shear force and bending moment diagrams

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: on at B. Assume that EI is constant for the beam. Let w = 12 kN/m, L = 4.0 m, E = 210 GPa, and I =…

Q: Q1: The horizontal rigid beam ABCD is supported by vertical bars BE and CF and is loaded by vertical…

Q: b kN/m c kN d kN/m DO "a" m 4 m 3 m 3 m BI

Q: QUESTION I - TRUSS For the truss shown below, determine the horizontal deflection of joint B by…

Q: 30 kips 20 k / ft 14 k/ ft A -8 ft- 8 ft

A: Double integration method

Q: For the beam and loading shown, use the double-integration method to determine (a) the equ curve for…

Q: Determine the following unknowns on the beam shown below using Double Integration Method. Consider…

A: Given Data:Section 150×150mmE=200Gpaa=5mb=11kN/mc=3kNd=7kN/mTo determine:Deflection at point B in…

Q: Draw the SFD and BMD.

Q: 1800Nm f+ zm. 200N/m 2m/+2m 2m 2m +++2m

A: As per company's guidelines we can only answer first question Kindly post other questions as…

Q: For the beam and loading shown, use the double-integration method to determine (a) the equation of…

Q: 100 kN -1.2 m 9'0

A: To find the vertical and horizontal displacement of joint D -

Q: Apply the Stiffness Method to determine the reactions at supports. Draw the internal force diagrams.…

Q: For the beam and loading shown, use the double-integration method to determine (a) the equation of…

Q: For the loading shown, use the double-integration method to determine (a) the equation of the…

Q: Given the beam loaded as shown, solve for the slope and deflection at point D using Virtual Work…

Q: 1200 N.m 1000 N. m 800 N. m L. = 2 m L: =1.5 m L1 = 3 m %3D

A: A series of torque is acting on shaft , diameter and modulus of rigidity is given and it has been…

Q: 1 m 1 m в E 45° Q D

Q: From the given figure shown below. The hook is subjected to three forces P, Q and S as shown. P =…

A: Given:- P=45kN Q=55kN To find:- a)alpha b)Magnitude of force S c) Magnitude of force S such that…

Q: Use Virtual Work Method to answer the questions below considering the truss shown. Use the…

A: Given data- E=30 ksi,a=20×10o/oF "a" is hinge supported and "c" is roller supported. To Find- 4.…

Q: deflection at point B.

Q: A 60 kN/m 2.0 m OB 120 kN.m 3.0 m 30 kN C 3.0 m D

A: Find the slope and deflection using double integration method.

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

Q: The loading of the truss is represented below. EA = 50 x 106 N Question 1. Determine the…

A: Given Data AE = 50 × 106 N Determine 1. Vertical displacement of joint-B. 2. Joint-C overall…

Q: Use Virtual Work Method to answer the questions below considering the truss shown. Use the…

A: Virtual work Method: Virtual work method is also known as the Unit load method. In this method, the…

Q: Q. 4. Determine the moments: MDC, MDE, and MDA. The various values of I are indicated below. 3 k/ft…

Q: -4m El = constant %3D ising E = 70 GPa | = 160 x 106 mm 4 e Integration Metho

Q: 1. Use the virtual work method to determine the vertical deflection at joint C of the truss shown.…

Q: For the shown frame: 1. Calculate support reactions. Draw B.M.D., S.F.D. and N.F.D. 2. 3. Use the…

Q: A 3 m 25 kN 3 m 50 kN 4 m 5 kN/m B 4 m C

Q: Part 2: for the frame shown below, P=20 kN and a=2 m, Assume I=20000 in and E=30,000 ksi for all…

A: Given:P = 20 kNa = 2mI = 20000 in4E = 30000 ksiRequired:Vertical deflection of E

Q: Q. 4 Determine the slope at the supports for the beam shown below. Also, determine the deflections…

A: Given data E = 29000 ksi I = 1000 in.4 Determine slope at the support and deflection at B & C.…

Q: Determine the slope at B and the deflection at A by the conjugate method for the beam shown below.…

A: To determine the shear force values, first determine the reactions at supports. Then calculate the…

Q: Examine the 2D frame shown to the right. Solve the problem with the following set of properties: E =…

Q: Determine the vertical deflection of point C in the figure shown below. Use virtual work method. All…

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

Q: 2.) Use Moment-Area method to calculate che slope angle at point C and the deflection distance at…

Q: 50 kN 50 kN B D 4m F E 50 kN 50 kN 20 kN 4 at 3 m each 12 m

A: MEMBER FORCE P (KN) K (N) L(mm) AE(N) PKL/AE(N) δ(mm) kδ N-mm AB -137.5 -0.625 5000 900000000…

Q: Please solve the problem in the picture, find all of the reactions and please show the shear, moment…

A: I hope its helpfull.thank you.

Q: P= 6 kips w = 1.2 kips/it 21 B -12'- 8'-

A: Given I = 1200 in4 E = 29,000 kips/in2 W= 1.2 kips/ft P= 6kips

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

2) Using the Slope Deflection Method determine the support moments,
reactions, and propping force R, for the portal frame shown in Figure 2 below.
Also, you are required to draw to scale the shear force and bending moment
diagrams
ug
5 kN/m
36 kN/m
4m
FIGURE 2
R
IT
2m

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: Given Data

VIEW

Step 2: FEM & Equation of moments

VIEW

Step 3: Value of EI (Theta)

Step 4: Part AB

Step 5: Part BC

Step 6: Part CD

Step 7: SF calculation

VIEW

Step 8: BM calculation

VIEW

Solution

VIEW

Step by step

Solved in 9 steps with 16 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

Determine the following unknowns on the beam shown below using DOUBLE INTEGRATION METHOD. Consider 150mm x 150mm section and E = 200 GPa. Show complete and organized solution. Solve the following: - Deflection at point B - Deflection at point E - Slope of the elastic curve at point D in degrees.
Use virtual work method. Find vertical displacement of joint B in mm due to external force only
A. ) Determine Shear force and Bending Moment Diagrams with line loading, w = 5 k/ft (E= 30,000 ksi, I = 301 in4and A=7.68 in2). Assume the self weight is 26 plf.B.) Determine the rotation at support “A” and the deflection at 4 ft from support “A” by using Virtual Work Method and verify the results from the equations of the front pages of the text book.
Calculate the deflection and slope at A and C of the concrete beam in the figure using double integration method. Take E = 20.5 x 10^3 MPa and I = 6.75 x 10^8 mm^4. please show complete solution.
Determine the following unknowns on the beam shown using Double Integration Method. Consider 150 mm x 150 mm section and E = 200 GPa. A. Deflection at point B in mm. B. Deflection at point E in mm. C. Slope of the elastic curve at point D in degrees.
Please include your complete solutions. Also include shear and moment diagrams. Thank you!
Calcualate the deflection and slope at A and C of the concrete beam in the figure using virtual work method. Take E = 20.5 x 10^3 MPa and I = 6.75 x 10^8 mm^4. please show complete solution.
Problem 2. Determine the following unknowns on the beam shown below using Area-Moment Method. Consider 150 mm x 150 mm section and E= 80 GPa. Show complete and organized solution. Round-off your answers to two decimal places. a. Vertical Reaction at B in kN. b. Moment Reaction at A in kN-m. c. Deflection at point C in mm. d. Deflection at midspan of AB in mm. b kN/m 'm B. c kN 3m A=3.2 B=15.5 C=28 10 kN/m
Find the deflection and slope at A and C of the beam in the figure using double integration method. Use E = 20.5 x 10^3 MPa and I = 6.75 x 10^8 mm^4. please show complete solution with drawing. (hint: deflection at C= -8.13mm, deflection at A= -82.67mm)
Solve for the end moments using the 7-step matrix method of the following beams. 200KN |160KN 32KN/m 2m 2m 2m 4m A B
c. A steel beam is mounted on a wall with a concentrated load at the free end. As an engineer, find the slope at the node B as shown below using virtual work. Take E = 200 GPa and I= 60(10°) mm* 8 kN В A 6 m 6 m
Consider the steel truss shown to answer Parts A, B, and C below, where P1 = 36 kN and P2 = 46 kN . The cross-sectional area of each member is A = 400 mm2 , E = 300 GPa, and ΔDh = 3.08 mm ΔEv = ____ mm