6. Determine the member end moments (BC, CA and CD members) and reactions (B, A, and D) for the frames shown in Figure 6 by using the moment-distribution method. 50KN 50kN/m D B 2m 200KN 2m A 6m 6m EI= constant E = 70GPa I= 496 x 106 mm¹ 2m

6. Determine the member end moments (BC, CA and CD members) and reactions (B, A, and D) for the frames shown in Figure 6 by using the moment-distribution method. 50KN 50kN/m D B 2m 200KN 2m A 6m 6m EI= constant E = 70GPa I= 496 x 106 mm¹ 2m

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: Solve 11.10 analyze each structure by moment distribution determine all reactions and draw the shear…

Q: Determine the member and moments and reactions for the frame shown in the figure by using moment…

Q: VIII. Determine the member-end moments for the rigid frame with a concentrated couple M=100KN.m…

A: Given M=100Kn-m According to moment distribution mehod M=MAB+MAC+MAD

Q: Calculate reactions and moments using Moment Distribution Method. Show shear and moment diagram.

Q: Consider the structure in the figure where a load P is applied on a beam, supported by springs with…

Q: Determine the member end moments and reactions for the frames shown in Figs by using the…

A: Consider the fixed end moment MFBA=-18×5212=-37.5 kN-mMFCB=37.5-100=-62.5 kN-mMFCD=100M=0MFCA=-100.…

Q: Using moment distribution method, find the moments at the supports of the beam shown below 4 kN/m

Q: Example: Determine the member end moments for the frame shown in Fig. by using the…

A: ###Determination of Member End Moments of Sway frame Using Moment distribution Method###

Q: Determine the magnitude of the resultant moment (Nm) produced by forces P = 661 N and Q = 366 N…

Q: For the steel frame shown in Fig. 3, determine the end moments using the method of moment…

Q: Set up the equilibrium equations required toanalyze the frame in Figure P10.32 by the slope…

A: Draw free body diagram As there is no load , acting on the member AB and CD FEMAB=0 FEMBA=0 FEMCD=0…

Q: 1.Analyze the given frames by solving moment at the supports using moment distribution method,…

A: Solution: Moment Distribution method: Fixed end moment: Span AB: MFAB=-wl220=-12×6220=-21.6…

Q: Determine the member end moments and reactions for the frames shown in Figs by using the…

A: The fixed end moments are: MAC=-PL/8=-50*4/8=-25 K/m MCA=PL/8=50*4/8=25 K/m MCD=-WL2…

Q: Q1: Q2: Considering only rotations, analyse the framc using menmber stiffness relation (virtual work…

A: Since only rotations at the nodes are to be considered, hence the number of degrees of freedom is 3…

Q: Determine the member end moments and reactions for the frame shown in the figure by using…

A: Joint Member Stiffness Total stiffness D.F C CA 3EI15 EI3 0.6 CD 4EI30 EI3 0.4 D DC 4EI30…

Q: 2. Find the centroid of the figure shown below. Also, find the reactions at A and B considering…

Q: Determine the member end moments and reactions for the frame shown in the figure by using…

A: To find the Member end Moments and Reactions for the given frame

Q: Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs…

A: the given beam is the show the symmetry about the point D so that we can analysis the only one part…

Q: SITUATION 1: From the given beam, determine the moments at internal supports for the continuous beam…

Q: Determine the member end moments and reactions for the beam for the loading shown in the figure. Use…

Q: For the frame shown in the figure. the M diagram and the primary structure are given. Compute the…

A: frame AC: Fixed end moment:MAC¯=0MCA¯=0since no force is acting in span AC

Q: Determine the member end moments and reactions for the frames shown in the figure by using slope…

A: Consider the free body diagram;

Q: Determine the member end moments and reactions for the frame shown in the figure by using…

Q: 150kN 50kN/m 100kN B A C ITT 2m 2m 2m 5m 21 I E= Constant a. Determine the member end moments and…

Q: Determine the member end moments and reactions for the frames shown in Figs by using the…

A: Fixed End Moments The fixed end moments are moments of reaction forces that are developed in a beam…

Q: Determine the second moments with respect to x- (hori zontal) and y- (vertical) axes through the…

A: Schematic diagram of the given problem:

Q: Determine the member end moments and reactions for the frame

Q: 2. Determine the member end moments, reactions and draw the shear and bending moment diagrams for…

Q: P11.33 A propped cantilever beam is loaded as shown in Figure P11.33. Assume that EI = 24 × 106 kip.…

Q: 30 kN/m ITTT! 8 in B 10 m El = constant

Q: Determine the member end moments and reactions for the frames shown in Figs by using the…

Q: 30KN/m 1.5m 3.0m 2.5m

Q: Determine the member end moments and reactions for the frames shown in Figs by using the…

Q: Question 1(a) Analyse the frame ABCDE in Figure Q1(a) for the joint moments at B and C. Use the…

Q: 3. For the figure shown below, determine the moment of area of the moment diagrams in between the…

Q: Consider the portal frame shown in the figure and assume the modulus of elasticity, E = 2.5 x 104…

Q: and simplify your FINAL answers up to TWO DECIMAL PLACES. BOX your FINAL ANSWERS. 1. Determine the…

Q: RA R R F 46.88 R 34.38 9= 20.88 MA Mp 4 (m) 3 (m) 5 (m)

Q: Solve by hand please

Concept explainers

Frames

The trusses and frames are the two most important structural members of civil engineering. Trusses are the interconnection of links and other structural members. The interconnection with other members makes the system behave as a single member that supports and transfers loads. Trusses are generally two types, plane truss, and space truss. Frames on the other hand form the skeleton of any building construction. Frames are structures formed by the connection of beams, columns, slabs, and joists. These members provide the building with the required structural support.

Question

6. Determine the member end moments (BC, CA and CD members) and reactions (B, A, and D) for the
frames shown in Figure 6 by using the moment-distribution method.
50KN
50kN/m
D
B
E
2m
200KN
2m
A
6m
EI= constant
E = 70GPa
I= 496 x 106 mm
6m
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

VIEW

Step 2

VIEW

Step by step

Solved in 2 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

Question 3 Determine x for the cross-sectional area of the channel-shaped beam as shown in Figure Q3 and find the moment of inertia about the centroidal axis y. 100 mm 24 mm 30 mm 20 kN 150 mm 40 kN/m 24 mm B 150 kN-m 8 m 3 m Figure Q3 Figure Q4 Question 4 Calculate the shear forces and moments along the beam AC as shown in Figure Q4 and hence draw the corresponding shear and moment diagrams. 23°C 5
Using Moment Distribution Method, determine the Reactions at each support of the beam shown in the figure. EI is constant.
Use Moment Distribution Method determine the member end moments of the beam of the rectangular cross section shown in Figure 11.10a. Assume that support B settles 2 cm. The modulus of elasticity and the moment of inertia of the beam are E = 210,000 N/mm2 and 4.8 × 104 mm,4 respectively. Hint final answer: MAB= 0 MBA= 141.9 kn.m MBC= -141.9 kn.m MCB= 81.26 kn.m
Is it TRUE OR FALSE? 1. When a joint in a structure translates, the slopes of the tangents to the elastic curce of the members connected to that joint change. 2. The distributed moments in the ends of the members cause moments in the other ends, which are assumed fixed. These are the distributed moments. If false why? Topic: Slope-deflection and Moment-Distribution
L=30
k) : Determine the moments for the beam shown in Fig. by using the slope-deflection method. E= 70 Gpa, I= 1.300(10)mm* 25 kN/m 8 m 8 m E= 70 GPa I=1,300 (10) mm
A structure is subjected to forces as shown in the figure below. Assuming that the EI of the entire beam section is constant, use the Moment Distribution method to analyze the beam and draw the shear force of the beam Diagram (Shear Curve) and bending moment diagram (Moment Curve).
Use Moment Distribution Method determine the member end moments of the beam of the rectangular cross section shown in Figure 11.10a. Assume that support B settles 2 cm. The modulus of elasticity and the moment of inertia of the beam are E = 210,000 N/mm2 and 4.8 × 104 mm,4 respectively. Hint final answer: MAB= 0 MBA= 141.9 kn.m MBC= -141.9 kn.m MCB= 81.26 kn.m
Using the modified Moment Distribution Method, analyze the beam shown. EI = constant. Don't use more than three cyeles for release. 20 kN| 10 kN/m 2 m 2 m 6 m 2 m
Determine the member end moments of the frame shown by using the moment-distribution method.
a. Determine the fixed end moments and distribution factors for the frame shown in fig. 2 by using the moment-distribution method. b. Determine the member-end moments and draw the shear force and bending moment diagrams
Problem 3 Find the reaction forces of the supports on the frame and the forces exerted by the pins on the members of the frame shown in the figure. Check on the calculations. 21 2P 1 t 21