Determine the position and magnitude of the maximum deflection of the simply supported beam shown in Fig. P.13.5 in terms of its flexural rigidity EI. Ans. 38.8/EI m downwards at 2.9 m from left-hand support. 6 kN 4 kN 1 kN/m FIGURE P.13.5 2m

Determine the position and magnitude of the maximum deflection of the simply supported beam shown in Fig. P.13.5 in terms of its flexural rigidity EI. Ans. 38.8/EI m downwards at 2.9 m from left-hand support. 6 kN 4 kN 1 kN/m FIGURE P.13.5 2m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter6: Deflections Of Beams: Geometric Methods

Section: Chapter Questions

Problem 56P

See similar textbooks

Related questions

Q: Compute the value of P (kN) that will cause a zero deflection under P. 4 kN/m B Sm 2m 3m

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: Q-3: Use slope-deflection method to analyze the frame shown in Fig. 3. And draw the shear force and…

Q: A uniform beam of arbitrary unsymmetrical cross section and length 2L is built-in at one end and is…

A: Given data in question Propped cantilever Span member length Point load W To find out Reaction…

Q: A simply supported beam of length 7 m has a concentrated couple M of 10 kN-m applied at the right…

Q: THE OVERHANGING BEAM IN THE FIGURE CARRIES A TRIANGULAR LOADING, THE INTENSITY OF WHICH VARIES FROM…

A: Given data: Mc=128/9 kNm MD=172/9 kNm

Q: Sample Problem 2 Determine the components of the forces acting on each member of the frame shown.…

Q: Q2/ Determine the member end moments and reactions for the beam show in fig. for the loading. use…

A: To calculate member end moments and reactions for the beam use the slope deflection method.

Q: 50 kN w = 20kN/m A 4m B 4m RA REAL BEAM Re V (kN) M (kN.m) R1 CONJUGATE BEAM R2

Q: The T-beam shows forces acting on its cross section. It was determined that the resultant R of the…

A: Free Body Diagram of the given problem:

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: 3. Determine the location and magnitude of the maximum deflection along the beam. Portion AB has…

Q: FIG.1 Q2. Analyse the rigid box frame shown in FIG.2 by the slope deflection method. Draw the…

Q: Q.5. For the frame shown in Fig (5), find the horizontal deflection at (D), and rotation of joint…

A: Given : Frame with EI = constant Horizontal deflection at D = ? Rotation of joint C = ? We will use…

Q: IOKN 500 KN B 1.OM 4.Dm

A: According to a comparison of two sets of equations, if M/EI represents the load on an imaginary…

Q: Q. 2 Determine the slope at the supports of the beam shown in Fig. I using the conjugate beam…

A: Given data E = 29000 ksi I = 1000 in2

Q: The simply supported beam ABC in Fig. (a) carries a concentrated load of 300 N as shown. Det…

A: Calculation of Reactions: ∑M at A =0RC×3-200×2=0RC=4003=133.33kN∑V= 0RA+RC=200RA=200-133.33=66.67kN…

Q: For the frame shown, the Slope-deflection Method (a) to determine the reactions and (b)to draw the…

Q: 3-5.16. The forces acting.on a 1-ft length of a dam are shown in Fig. P-3-5.16 (p. 96). The upward…

Q: A, L, E 90° A, L, E

Q: Situation: For the given beam E = 29,000 ksi and I = 300 in4 shown in figure 6. Determine the…

Q: ACTIVITY 5- Truss Analysis Analyze the loaded truss as shown. Be guided as follows: a. Solve for the…

Q: Problem 2. Determine the hinge reactions (in kN) at point B on the beam shown. 20 KN 20 KN 20 KN 20…

Q: 1. Calculate the support reactions of the beam shown. (40%) 40 kN/m 70 kN 20 kN/m 50° 3.3 m 1 m 4 m…

Q: 30 kN/m | 70 kN Rotule v? I v? I O? 21 L 3 m 2 m] 3m 3 m (d) Figure 1. 1)Determine the rotation…

A: We will use moment area method for the above problem We will find the slope and deflection de…

Q: lateral torsional bucking in beam occur due to

A: Brief concept- Lateral torsional buckling- This phenomenon is observed in unrestrained beams.…

Q: Q.3 Determine the deflections at B and C for the beam shown in Fig. 2 using the conjugate beam…

Q: Analyze the frame by moment distribution method. 1. what is the ditribution factor at B for member…

A: 1. what is the ditribution factor at B for member BC? 2. what is the moment(KNm) at C? 3. What is…

Q: Q-3: Use slope-deflection method to analyze the frame shown in Fig. 3. And draw the shear force and…

Q: 16.8 through 16.14 Determine the reactions and draw the shear and bending moment diagrams for the…

Q: Q-3 The frame shown in Fig.3, is fixed at A and hinged at C. Analyse the frame for the given loading…

Q: Determine the external reactions at fixed support and the maximum deflection of the beam shown using…

A: Data Given: Point Load = 20 kN Asked: External reactions at fixed support Maximum deflection of…

Q: 180 kN 270 kN 3 m 3m 21 3 m E = constant= 200 GPa | - 420x10 mm %3D The beam has an additional load…

Q: A concentrated load, P is appied at the center of a simply supported beam with length, l. What is…

Q: 16.23 Determine the member end moments and reactions for the frame in Fig. P16.23 for the loading…

Q: !!: For the circular bar shown in Fig. (2). The vertical deflection of point Cis: PR PR¹M 2E1 PR³ 4…

Q: Analyze and find all reactions at supports due to a vertical settlement of (5 cm) at point (C) for…

A: Given -

Q: Q1: Find the horizontal deflection of point B for the structure shown in Fig (1). Figure (1)

A: The load on the semi-circular arch=q, The radius of the semi-circular arch=R, Horizontal…

Q: 1. Determine the midspan deflection of the beam if E = 10 GPa and I = 20 × 10° mm“. 5 KN 3 m 10 KN/m…

Q: A horizontal bar of negligible mass is hinged at A and assumed to be rigid. It is supported by an…

Q: Q. 4 Determine the slope at the A for the beam shown in Fig. 3 using the conjugate beam method.…

Q: Q-3: Use slope-deflection method to analyze the frame shown in Fig. 3. And draw the shear force and…

Q: 50 kN w = 20KN/m C A 4m B 4m RA REAL BEAM Re V (kN) M (kN.m) R1 CONJUGATE BEAM R2

A: To Find 1. Reaction RA of the real beam 2. Moment at mid span of real beam in kN.m 3. Reaction R1 of…

Q: Q. 4 Determine the slope at the A for the beam shown in Fig. 3 using the conjugate beam method.…

A: Shear force in conjugate beam = slope in real beam Moment in conjugate beam = deflection in real…

Q: STRUCTURAL THEORY PROBLEM 3 For the propped beam shown determine the following 1. Max deflection 2.…

A: EI is assumed constant

Q: 1-7. (a) Can two forces which are the components of the 200-lb force in Fig. P1-7 intersect at B?…

A: To find x and y components of force

Q: The simply supported beam shown in Fig. P.20.4 carries a uniformly distributed travelling load of…

A: using influence line diagram to find shear force and moment at section C of beam

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

Determine the position and magnitude of the maximum deflection of the simply supported beam
shown in Fig. P.13.5 in terms of its flexural rigidity El.
Ans. 38.8/EI m downwards at 2.9 m from left-hand support.
6 kN
4 kN
1 kN/m
FIGURE P.13.5
1 m
2 m
2 m
1 m

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 steps

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

Analyze the propped beam loaded as shown below: use either double integration or area moment method. 1.Determine the reaction at the roller support. Ans.: RA = kN 2. Determine the deflection at midspan of the beam. Ans.: kN.m3 3. Determine the slope at 2m from the roller support. Ans.: kN.m2 4. Determine the moment reaction at the fixed support. Ans.: MA = kN.m
The T-beam shows forces acting on its cross section. It was determined that the resultant R of the two forces has a magnitude of 4 kN acting 15 degrees above the NEGATIVE yaxis. Determine the magnitude of F1 and the inclination angle of F2.
The resultant of the three concurrent forces acting on the eyebolt is the force R = 1000 kN along the positive y-axis. a. Determine the angle ɵ that specifies the direction of the 900kN force.b. Determine the magnitude of the force P.c. If the magnitude of P = 200 kN, what is the value of angle ɵ
Determine the horizontal and vertical components of the deflection at joint B of the truss shown in Fig. 7.7(a) by the virtual work method
A concentrated load, P is appied at the center of a simply supported beam with length, l. What is the maximum deflection of the beam in millimeters? P = 27 kN, l = 5 m, EI = 18000 kNm2
A 10-m simply supported beam is loaded with 25Kn at midspan. Determine its maximum deflection in mm if El is equal to 6000000 N-m^2.
For the frame and loadings shown P=2240 KN, and F=1120 magnitude of verticalreaction at E magnitude of verticalreaction at A magnitude of verticalreaction at C
Determine the vertixal deflection at the point where the 100N-m moment is located.
2.3. The direction of the 75-lbf force may vary, but the angle between the forces isalways 50 degrees. Determine the value of ? for which the resultant force actingat A is directed horizontally to the left. 1 Free-body Diagram only
3. A simply supported beam of length 4 m carries a uniformly distributed load of 3 kN/m throughout its length. Determine the maximum deflection using the moment area method
QUESTION: AREA MOMENT METHOD What is the Vertical Reaction at A? What is the Vertical Reaction at B? What is the Vertical Reaction at C? What is the Deflection at Midspan AB?
Determine the horizontal deflection at joint E of the truss shown in Fig.P7.16 if member BC is 18 mm too long and member CE is 15 mm too short. Use the method of virtual work