Draw the influence lines for the following of the double overhang beam ABCD,Fig.2: i- Reactions at B and C, ii- Bending moment at B, iii- Shear force and bending moment at a section "E" 2m from end A.

Draw the influence lines for the following of the double overhang beam ABCD,Fig.2: i- Reactions at B and C, ii- Bending moment at B, iii- Shear force and bending moment at a section "E" 2m from end A.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter8: Influence Lines

Section: Chapter Questions

Problem 61P

See similar textbooks

Related questions

Q: 5.2: Draw the influence lines for the shearing force and bending moment at point B and the shearing…

Q: Example (3): Calculate all the member forces for the truss given in the figure below.

Q: A three member frame consists of a vertical member AB, 5m long and horizontal members BC and CD each…

Q: PROBLEM 1: The vertical member consists of 2 (two) unequal legs with long legs back to back are…

A: The term "welded connection" refers to a connection between two parts that is made by welds. Welding…

Q: Determine the displacement at C and E. Assume A is a fixed support, B is a pin, and D is a roller.…

Q: Solve the shear and bending moment diagrams, and qualitative shape of each structure 110 kN 6.5 m B…

A: Shear Force and bending moment are analytical tools in structural analysis, by determining the value…

Q: Why is the force method in analyzing structures not suitable for computer programming?

A: Step: 1 Force method of analysis: - It is also known as consistent deformation method. Force method…

Q: Draw the following influence lines for the beams shown below, 1. Reactions at A, D, and E. 2. Shear…

Q: 5- For each truss below, determine the forces in all of the truss members using the method of…

Q: The continuous beam is loaded as shown in the figure. The supports at A is hinged, C and E are…

A: All remaining Fixed end moments are zero

Q: Determine the tension in each segment of the cable and the cable's total length. Set P = 80 lb. 2 ft…

Q: Calculate the deflection at Point C, using Conjugate Beam Method and Virtual Work Method

A: Data given Find: Deflection at C using : (a) Virtual work method (b) Conjugate beam method

Q: B. Frames Use the method of virtual work and determine the horizontal deflection at C. The…

A: Solution:-The given diagram is shown below,

Q: Q-3 Draw the influence lines for the members BC, BF and EF of the truss shown in Fig.3. 3@3m-9 m Fig…

A: We have to determine the and draw the influence line value and diagram of member BC, BF, EF of the…

Q: Solve the shear and bending moment diagrams, and qualitative shape of each structure

A: ###Determination of SFD and BMD and Shape of structure ###

Q: For the beam loaded as shown 60 kN 20 kN/m 120 kN-m A 2 m 2 m 2 m 2 m→ Which of the following gives…

Q: The cable is subjected to a uniform loading of w =250 lb. /ft. Determine the maximum and minimum…

Q: In each frames below, draw shear and moment diagrams, specitying values at all change of loading…

Q: For the beams below, determine the location of the maximum deflection using double integration…

Q: Q-2 Draw the influence lines for the vertical reactions at supports B and D and the shear and…

Q: . The cable supports the loading shown. determine the distance XB from the wall to point B. 5 ft 8…

A: A cable is generally a long-span structure that is subjected to tension and that helps the…

Q: The beam shown in Fig.2 is hinged at A and roller supported at B and C. It has an internal hinge at…

Q: Example K-Truss: Compute axial force in members AB, AD, DF and FG 10 kN 10 kN 6@4m 24 m H 3 m 3 m

Q: (1) H.W.:Draw AFD ,SFD an BMD for frames below a) A 40 kN/m 6 m B 4 m 5 m b) 37 kN/m B Hinge 75 kNm…

Q: . Cable ABC supports the 120 kg uniform beam. Determine the maximum tension in this cable and the…

Q: where should the cut section be if you need to find the force in member DE,BC and DC 3m B m 2m 10 KN…

Q: 4- For each truss below, determine the forces in a a checkmark () using the method of sections. a)…

A: As per Bartleby's guidelines we are supposed to answer only first question. Kindly repost other…

Q: 5m 5m 3m B2 B4 B4 B1 3m B1 B3 B 3m B4 Superimposed D.L = 2.0 KPa Live load = 5.0 KPa B4 B1 3m (2)…

Q: Solve each member force of the truss shown below.

Q: ACTIVITY 2: Determine the (internal Di, external De and total D) static indeterminacy of the…

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

Q: Draw the shear and moment diagram for the frame shown.

A: Solution: Considering the diagram:

Q: Use partial derivative method or unit load method to find the deflection at point B of the loaded…

A: EI = 70×106 KN/m2 × 200×106×10-12 m4EI = 14000 KN.m2

Q: Wind blows on the side of the fully enclosed warehouse building as shown which is located on open…

A: Solution: Given Data:

Q: Determine the displacement at C and E. Assume A is a fixed support, B is a pin, and D is a roller.…

Q: ASSIGNMENT 1) 2 3 Determine the stability and determinacy of the structures. Draw the FREE BODY…

A: A structure is given, we need to find out stability and determinacy

Concept explainers

British Gravitational Bg System Of Units

Measuring is the comparison of a particular physical quantity with its reference value. A unit is a fixed physical quantity. The length is a physical quantity. A physical quantity is the product of a unit and the numerical value we need to compare with. 

Question

Theory of structure

Q-2
Draw the influence lines for the following of the double overhang beam ABCD,Fig.2:
i- Reactions at B and C,
ii- Bending moment at B,
iii- Shear force and bending moment at a section "E" 2m from end A.
2m
В
3 m
8 m
3m
Fig.2

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

Step 2

Step 3

Step 4

Trending now

This is a popular solution!

Step by step

Solved in 4 steps with 5 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

Draw the influence lines for the vertical reactions at supports A and C of the beam shown in Fig. 8.11(a)
B D fm fm Draw the influence line for the beam 1 Reaction at A 2 Reaction at C 3 Shear at B 4 Moment at B 5 Moment at C
1. Draw the influence line for the forces in bars CG, HD and EF of the truss shown in Figure 1. Hence, calculate the maximum forces in each bar due to a series of concentrated loads shown in the same figure, given also that the self-weight of the truss is 15kN/m. E F H D с 8x2m 40KN 70KN HI- 2m 3m 70KN 3m 60KN M B JI-SA
Note:hand written solution should be avoided.
-ART. 4.6 EQUILIBRIUM, NONCONCURRENT, COPLANAR FORCE SYSTEMS 4-42. Determine the horizontal and vertical compo- ents of the pin reaction at B of Fig. P4-42 on mem- ber ABC. The 2000-lb force is applied to a rope which passes over the smooth pulley at A. Neglect the weights of all members. 3¹ E 2000 2' 3⁰ 3' P4-42 159
Q-3 The truss shown in Fig.3 has the live load applied to the top panel points. Draw the influence line diagrams for the members: AB, DI, I ar and CI. 3 m K 6 @ 4m-24m Fig.3
3
The designed to withstand a uniformly distributed live load of 60 kN/m, a dead load of 20 kN/m, and a concentrated live load of 10 kN. Construct the influence lines using any technique you like. Questions. Find the upward reaction at A in kN Find the Max positive shear at B in kN Find the Max positive moment at B in kN-m Find the Max positive shear at D in kN Find the Max positive moment at D in kN-m
The beam shown in Fig.2 is hinged at A and roller supported at B and C. It has an internal hinge at D. Draw the influence lines for: i- The reaction at B; ii- The shear force at E; iii- The bending moment at E; iv- The bending moment at B. DJ 6 m B 4m 1.3m 3m f Fig.2
Example 11: Draw the influence lines for the vertical reactions at supports A; B, and E and the shear at internal hinge D of the frame shown in Fig. Hinge C D 3 m Ay-1 3 m+3m-3 m- Ay= 1 ZMA D. NB, - \(9-x) 1
INFLUENCE LINES FOR STATICALLY DETERMINATE STRUCTURES CHAPTER 6 EXAMPLE Construct the influence line for the shear at point C of the beam in Fig. 6-4a. SOLUTION Tabulate Values. Using statics and the method of sections, verify that the values of the shearVc at point C in Fig. 6-4b correspond to each position x of the unit load on the beam. A plot of the values in Fig. 6-4b yields the influence line in Fig. 6-4c. -4m- 4 m- 4 m (a) Fig. 6-4 Vc
For the floor beam system shown in Fig. (3) construct the influence line for: a. the vertical reaction at B. b. the shear at the left of support B. c. the moment at A. 3@ 3m= 9m 2 1 A A 2.5 m 4 m 3 !! TITIT B 2.5 m 4 Direction of motion 20kN 40kN 4QkN 40kN (2) (3) 3 m 1.5m|1.5ml Fig. (3)