Y=25kN/m, P1=24kN and P2=7kNusing method of section P1 P2ACDВy2 m1.5 m 0.5 m 1) Reactions at A and B2) Shear diagram3) Bending moment diagram4) Maximum absolute bending moment diagram5) Qualitative deflected shape

Answered: Reactions at A and B Shear diagram…

Reactions at A and B Shear diagram Bending moment diagram Maximum absolute bending moment diagram Qualitative deflected shape

Residential Construction Academy: House Wiring (MindTap Course List)

5th Edition

ISBN:9781337402415

Author:Gregory W Fletcher

Publisher:Gregory W Fletcher

Chapter4: Test And Measurement Instruments Used In Residential Wiring

Section: Chapter Questions

Problem 12RQ

See similar textbooks

Related questions

Q: Calculate the support reactions of the loaded beam shown below.

A: Hi! Thank you for the question As per the honour code, We’ll answer the first question since the…

Q: 4/74 For what value M of the clockwise couple will the horizontal component A, of the pin reaction…

A: The direction and magnitude of forces vary as per time due to different reactions are acting on the…

Q: For the beam loaded as shown 60 kN 20 kN/m 120 kN-m A 2 m 2 m >

Q: Number of member=12 Number of joint%3D8 Number of support reaction=10 Determine the value of Degree…

Q: The uniform, 20-kg bar is placed between two vertical surfaces. Assuming sufficient friction at A to…

A: The following information has been provided to usThe uniform 20-kg bar that is placed between two…

Q: Solve for Reactions on the following beams. Use equilibrium equations PLEASE SOLVE IT ON PAGE

Q: Q2 For the beam shown: (a) Use the stiffness method to determine all the reactions at supports. (b)…

A: Shear Force: The algebraic sum of all the vertical forces acting the structure is known as Shear…

Q: Question 1 The structure at right is (select one): a. Unstable and Partially Constrained b. Unstable…

Q: Determine the resultant of the coplanar force system shown in (FIG. Q1) and locate it with respect…

Q: Ex7: The coplanar force system in Fig.(a) consists of three forces and one couple. Determine the…

Q: a.) Determine the reactions at A and C. b.) Determine the internal normal and shear forces and…

A: Point B is pin joint as shown in given question figure. Moment about internal pin joint is zero from…

Q: The magnitude of shear force (in N) in the cross-

A: Given data, For a loaded cantilever beam of uniform cross-section, Bending moment along the length…

Q: QUESTION 6 The compound beam shown has internal pin at point B. 150 lb 200 lb/ft 5/4 85 lb/ft 120…

Q: II. Determine the reaction forces at A and B. Follow sign convention. 25KN 8KN/m Sign Convention +…

A: Given- To find- Reaction at A and B.

Q: Determine the y component reaction (kN) at support B. 600 lb/ft 400 lb/ft 20 ft B 48 ft 48 ft

A: A loaded truss is given and it has been asked to determine vertical reaction at B. Please refer step…

Q: ANALYSIS OF STATICALLY DETERMINATE STRUCTURES INTERNAL LOADINGS Prob] Determine the internal forces…

A: Determine the internal forces acting at midspan of beam CD of the frame shown..

Q: At what angle 0 must the 400-N force be applied in order that the resultant R of the two forces have…

Q: (a) The vertical structure ABCD shown in Figure 1(a) is subjected to a system of coplanar forces and…

Q: 20 kN/m B 30 kN/m 10 m – Sm- -10 m-

Q: Determine the magnitude of the pin reaction at A, assuming the weight of bar ABC to be negligible.

A: Given information:Given supports are as follows.

Q: 300 N/m R₁ the rotation at the right support. the deflection at midspan the maximum deflection of…

Q: 1. A 4.80-m long beam is subjected to the force shown. Reduce the given system of forces to (a) an…

A: For calculating moment and resultant force follwing formula's can be used: Resultant force=Sum of…

Q: Beam Reactions V and M diagrams Deflected Shape Determine the Reactions Draw the shear and moment…

Q: The beam is shown a.) What is the reaction at A in KN? b.) What is the vertical reaction at B in…

Q: CHAPTER 4: EQUILIBRIUM OF COPLANAR FORCE SYSTEM 2. Determine the reactions at support A and B for…

A: Given data:

Q: Cantilever beam AB is subjected to the parabolic distributed force w 3x (kN/m) and a concentrated…

A: The resultant load is calculated as, w=∫023x2dx=3x3302=23-0=8 kN

Q: Calculate the magnitude of FFB in the truss. E 2000 N 1000 N D 4 m B в 4 m

Q: The upper beam is supported by a reaction at R3 and a roller at A which separates the upper and…

A: We have to determine the value of reaction at R3 where given that there is roller at A and hinge at…

Q: The cantilever truss shown in the Figure is supported by a hinge at A anc strut BC. Determine the…

A: To find vertical reaction at point A

Q: Problem 5: Determine the reactions for the given beam: 3ON BN JON/n Gm 8m 4m 2m

Q: 100 KN 10 kN/m Com 21 12m I E = constant %3D

Q: :solve this question * The overhanging beam shown, Find the reaction value and direction of the…

Q: The planar frame carries loadings as shown. Determine the reactions at supports A and E and draw the…

Q: Draw the shear force and bending moment diagram for the beam

A: The following figure shows the Free Body Diagram of the beam.

Q: t diagrams • Sketch the deflected shape.

A: Draw free body diagram Consider the moment equilibrium about point B RC×12-30×6=0RC=15kN

Q: -hinge sm

Q: Topic: Equilibrium Determine the external reactions at A and F for the roof truss loaded as shown.…

A: Given:- wind load force =400N a roof truss is loaded as shown below:

Q: A circular table shown has a weight of 500 kN. It is supported at A, B, and C. Determine the…

A: To determine the reaction at B. Given, Weight of the table, say W = 500 kN We can determine the…

Q: ure below, the trusses are all stable. Compute the magnitude of reaction at E in kips. E link truss…

A: To find reaction at link E

Q: Reactions have been calculated for the beam AB shown in the figure. The shear force at location X…

A: Calculate shear force at 4m from A

Q: he beam Is loaded as shown. = 68 KN loaded at midspan theta = 65 degrees and w = 22 kN.m. Determine…

Q: 30 kN 40 kN 50 kN 60 kN/m 4 m 2m 2 m 2 m

Q: 66KN 5@2 m = 10 m %3D

Q: Q2: For the cantilever beam Shown in Figure 2 following: The reaction at fixed end Rcy The reaction…

A: Given that:

Q: support reaction at B=?

A: Given: A simply supported beam with following loading To find: Support reaction at B

Q: *2-68. Determine the magnitude and coordinate direction angles of the resultant force of the two…

A: The given figure is shown below:

Q: B(0, 6, 0) ft F ft - 10 ft-

A: Consider a line on the sloped surface from A perpendicular to the surface. By the law of similar…

Q: Q: Determine the resultant of the force system shown in Fig. (1) and locate it with respect to point…

A: Resolving forces in horizontal and vertical direction In vertical…

Q: SHOW THE FOLLOWING: 1. COMPUTATION OF REACTIONS 2. SHEAR AND MOMENT DIAGRAM 3. MAXIMUM BENDING…

A: Length of beam (L) = 7 mMoment of inertia (I) = 400×10-6 m4Young modulus of beam (E) = 210 GN/m2

Q: SHOW THE FOLLOWING: 1. COMPUTATION OF REACTIONS 2. SHEAR AND MOMENT DIAGRAM 3. MAXIMUM BENDING…

A: Hi! Thank you for the question, As per the honour code, we are allowed to answer three sub-parts at…

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

Y=25kN/m, P1=24kN and P2=7kN

using method of section

1) Reactions at A and B
2) Shear diagram
3) Bending moment diagram
4) Maximum absolute bending moment diagram
5) Qualitative deflected shape

Expert Solution

Step 1

"As per our guidelines we are supposed to solve first three sub parts, kindly submit other sub parts separately and mention their question number. Thank you".

Draw the free body diagram.

Equilibrium of horizontal forces,

$\begin{array}{rcl} \sum F_{x} & = & 0 \\ A_{x} & = & 0 \end{array}$

Step 2

Equilibrium of vertical forces,

$\sum F_{y} = 0 A_{y} + 25 (2) - 24 - 7 = 0 A_{y} = - 19 kN$

Taking moment at A,

$\begin{array}{rcl} \sum M_{A} & = & 0 \\ M_{A} & = & 25 (2) (\frac{2}{2}) - 24 (3.5) - 7 (4) = 0 \\ M_{A} & = & - 62 kNm \end{array}$

Step 3

It is required to determine the shear force.

$\begin{array}{rcl} S F_{A} & = & - 19 kN \\ S F_{C} & = & - 19 + 25 (2) = 31 kN \\ S F_{D} & = & 31 - 24 = 7 kN \\ S F_{B} & = & 7 - 7 = 0 \end{array}$

It is required to determine the location of point of contraflexure.

Take a section X-X at a distance of x from A.

$\sum F_{X - X} = 0 - 19 + 25 (x) = 0 x = 0.76 m$

The maximum bending moment occurs at a distance of 0.76 m from A.

Step by step

Solved in 6 steps with 3 images

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.

Recommended textbooks for you

Residential Construction Academy: House Wiring (M…

Civil Engineering

ISBN:

9781337402415

Author:

Gregory W Fletcher

Publisher:

Cengage Learning

Residential Construction Academy: House Wiring (M…

Civil Engineering

ISBN: