complete solution and drawing. if u can please add some explanation thankyou FN = 49 MN = 101 SN = 94 Determine the reactions and forces (internal loadings) for points A, B, C, D and E as shown in the figure below.

complete solution and drawing. if u can please add some explanation thankyou FN = 49 MN = 101 SN = 94 Determine the reactions and forces (internal loadings) for points A, B, C, D and E as shown in the figure below.

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: identical rods except for their length supports a rigid

Q: The following truss system is Pin Supported at Joint C and Roller Supported at Joint E. Joint B is…

Q: In the Fink truss shown in Figure, the web members BC and EF are perpendicular to the inclined…

Q: Determine the forces in members BC, BE, and BF. The triangles are isosceles. The forces are positive…

Q: In the Fink truss shown in Figure, the web members BC and EF are perpendicular to the inclined…

Q: (a) Calculate the shear equation V (x) and the moment equation M(x) as a function of the length L…

A: To determine:(a) Shear force and bending moment equations(b) Verify V(x)=ddxM(x) and verify the…

Q: Determine the force in members HI, IE, and ED (shown in green) and state whether they are in tension…

A: Given data:- Below truss figure is shown in question;

Q: The uniform wire is bent into the shape shown and held by the frictionless pin at O. Determine the…

A: For the equilibrium to satisfy the centroid of the section should pass through O

Q: Calculate the forces in members BC, BE, and EF. Solve for each force from an equilibrium equation…

Q: The bent rod is supported at A, B, and C by smooth journal bearings. The rod is subjected to the…

Q: 2) Find the support responses of the plane lattice in the figure and calculate the rod forces 1, 2,…

A: Determine the support reaction and force in member 1,2,3 and 4.

Q: Problem 5: Determine the force P needed to hold the 50-N block in equilibrium. Box your answer. D.

A: Draw FBD of the pulley at point A: Equilibrium condition:

Q: The simply supported beam is subjected to the force F-550 N and the uniform distributed load with…

Q: Find the maximum force P (in N) that can be applied to block A without causing both blocks to move.…

A: Find the maximum force P (in N) that can be applied to block A without causing both blocks to move.

Q: Problem II. The truss shown in the figure below is applied with force P (refer to the table of…

Q: Calculate the forces in members BC, BE, and EF. Solve for each force from an equilibrium equation…

A: Solution: Considering the diagram: Considering joint D ∑Fy=0FED Sin 37.23+25.5=0FED=-25.5Sin…

Q: Calculate the forces in members BC, BE, and EF. Solve for each force from an equilibrium equation…

A: Solution given in next step

Q: Read the question carefully and give me both right solutions with clear calculations. For the…

A: We have to find the value of reaction at support and the value of elastic curve for AC and BC.

Q: The uniform beam has a mass of 41 kg per meter of length. Determine the reactions at the supports. A…

Q: 4. The structure in the figure is composed of two rigid bars (AB and CD) and two verti rods made of…

Q: 1. A beam is loaded and supported as shown. Determine the components of the reactions at supports A…

A: The hinged support will have horizontal and vertical reactions. The roller support B will have…

Q: find all the reactions by slope Deflection Method Im EI = Const 2m A IFFT 2m # 2m

A: Slope-deflection method One of the most used approaches for analyzing indeterminate beams and frames…

Q: Determine the forces in members AB, AC, and AD. Forces are positive if in tension, negative if in…

A: Given Data: The applied force at point A is P=4.9 kN. To Determine: The forces in members AB, AC…

Q: For certain values of w and P, the maximum positive bending moment in the beam is +7044 lb-ft, and…

A: Here, M = 7044 lb.ft Iz = 18.3990 in4 For positive bending moment,…

Q: For the given state of stress, determine (a) the maximum principle stress (b) the maximum shearing…

Q: Figure Q1 shows a plane truss supported by pin at A and rollers at E and F. The cross- sectional…

A: A truss shown in given figure below-need to find1- reaction forces2- internal forces in all member

Q: x-component of F. Answers: -n

Q: Problem. Show that the following structures are statically determinate and determine the support…

A: Free body diagram of the beam - Degree of static indeterminacy - Ds Number of external reaction =…

Q: 3. A machine operator shown in Figure MTE-3 produces the tension Tin the control rod by applying the…

Q: Problem 1 Detemine the reactions at all supports and connections. A and D are pin supported, while B…

Q: Given the following, determine the reactions for the beam. Please show and explain the work in neat…

Q: From the list below, select the assumptions needed for a neutral axis to pass through the centroid…

A: The neutral axis always passes through the centroid of the cross sectional area and is found out by…

Q: 1.1.7 - Show all work please.

A: Please see the attached image for the solution. If there are queries or if the image is not…

Q: Below is a truss created with 3 rod elements. Fixed at point A, sliding support at point C has. At…

A: Truss with 3 rod elements is: Cross section of rod: Elastic Modulus of rod E = 20 GPa Factor of…

Q: A bar of circular cross-section is clamped at ends P and Q shown in figure. A torsionl moment T=150…

A: Appreciate if there is detailed work with explanation and finds you helpful for ease of…

Q: Problem #4 Y KN G 30º 10 m X KN 60° 60% 10 m A KN 30 10 m D Determine the force in the members of…

Q: The structure of the figure is composed of components DABC, HEB and GDEF that are connected by pins…

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

A: As per our company guidelines, we are supposed to answer only the first 3 subparts. Kindly repost…

Q: Could you explain how to get the reaction A and reaction at B it is in the given datat but assume it…

Concept explainers

System of Forces

A force is an external influence or agent that changes the state of a system. According to Newton's second law, the force applied to a body is proportional to the change in momentum of a body. Hence, whenever a force is applied to a body, its momentum changes. If the body is at rest, under the action of force, its state of rest changes to motion. In other words, the magnitude of the momentum of the body changes from zero to a measurable value. Similarly, if the body possesses some initial velocity, it has some associated momentum, the effect of force can cause the body to halt or come to rest, that is, the momentum reduces to zero.

Question

complete solution and drawing. if u can please add some explanation thankyou

FN = 49

MN = 101

SN = 94

Determine the reactions and forces (internal loadings) for points A, B, C, D and E as shown in the figure below.

FN kip
SN kip/ft
C
6 ft
– 4ft
6 ft
4 ft -
4 ft

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 1 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: Determine the internal loading in the hook shown below at the point R, 8. A free body diagram of the hook's end is provided. The hook may be analysed as a 2 dimensional body. Given: R = 0.2 m 0 = 30 deg F-3 KN 1) Find the normal force N. 2) Find the shear force V. 3) Find the bending moment M. N
Determine all the reactions at the support of the three-span continuous beam shown in the figure. Take flexural rigidity EI as constant. Horizontal Reaction at fixed support A, Ax, is zero. Draw the shear force and bending moment diagrams. Using the Method of Consistent Deformations. Solve the moment reaction at A (MA in kN-m), vertical reaction at A (Ay), B (By), C (Cy), D (Dy) (in kN)
Figure la shows a truss with pin supports at A and roller supports at B. All members have varying cross sectional areas as shown. E = 29,000 ksi for all members. Figure 1b shows the solved reactions and forces for the real system forces (in kips). The virtual forces (in kips) developed are shown in the boxes. 20 kips 20 kips 20 kips 20 kips 15 kips 15 kips 0 -0.8 D (6 in?) (8 in?) -18.75 (8 in?) (6 in?) B 15 kips A 15 -0.8 В A 16 ft 8.75 kips 31.25 kips Figure 1a Figure 1b N.T.S. N.T.S. a) Determine if the truss is statically determinate or statically indeterminate and to what degree. b) Use the compatibility conditions and the constitutive law and find the force in member AD. (zu1 9) (uI 9) 12 ft > -8.75 -0.6 9'0- 02- 12 ft
Calculate the forces in members BC, BE, and EF. Solve for each force from an equilibrium equation which contains that force as the only unknown. The forces are positive if in tension, negative if in compression. 15.5 kN A 5.0 m B 5.0 m 5.0 m C 3.3 m 5.0 m 5.0 m Answers: BC = i kN BE = i kN EF = i kN
SN=130
solve
The uniform beam has a mass of 57 kg per meter of length. Determine the reactions at the supports. Al Answers: Ay= B, y By- 2.4 m ZZZ N N N 1 m 270 kg B
asap
This is statics of rigid bodies. Show a step by step solutions.
Find the resultant force of the given forces below act on ring in equilibrium. A = 23 N, 45° N of W B = 18 N, 52° N of E C = 16 N, W D = 12 N, S E = 20 N, 280 S of W %3D
A complete free body diagram must be included.
The structure in the figure is composed of two rigid bars (AB and CD) and two vertical rods made of aluminum and steel. All connections are pin joints. Determine the maximum force P that can be applied to the structure if the vertical displacement of its point of application is limited to 6 mm. Neglect the weights of the members.