The truss pinned to the floor at D, and supported by aroller at pointA is loaded as shown in the figure.100 kNDetermine the force in member BG.а. 128 kNb. 71 kNC. 8 kNd. 0 kN3 m3 m2 m2 m2 mD.B.120 kN What is the maximum moment for the270 lb/ftgiven beam?a. 1340 lb-ftb. 1230 lb-ftC. 1120 lb-ftAd. 1010 lb ft6 ft3 ftR1R2

Answered: Image /qna-images/answer/9b63ef48-9901-4992-af77-d16d131b53b4.jpg

The truss pinned to the floor at D, and supported by a roller at point A is loaded as shown in the figure. Determine the force in member BG. 100 kN a. 128 kN b. 71 kN C. 8 kN d. 0 kN 3 m 3 m 2 m 2 m 2 m 120 kN

The truss pinned to the floor at D, and supported by a roller at point A is loaded as shown in the figure. Determine the force in member BG. 100 kN a. 128 kN b. 71 kN C. 8 kN d. 0 kN 3 m 3 m 2 m 2 m 2 m 120 kN

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: Calculate the force in member AD

A: We have to find the force in member AD

Q: Solve by joint method. Should correct

A: Given Data Determine the forces in each member using Method of Joints.

Q: Which of the following corresponds to the vertical reaction at the roller support? E 20 k 12 ft 12…

Q: 2) The structure as shown supports the horizontal force F = 30 kN. Determine the safe diameter of…

Q: 4. Find HG 5 kN 4 kN 4 kN 3 kN 2 kN B D 3'm H 2m G - 5 m- -5 m- -5 m- -5 m-

Q: The beam below is subjected to a moving trailer truck load as shown. Determine the maximum reaction…

Q: 4. Draw Shear Force and Bending Moment Diagram 5 kN A 2 kNm 4 kN/m C D LLI E

A: Note:- As per guidelines we are only supposed to answer first question.

Q: Hinge A Plate 1.2 m. F 1.2 m x 1.2 m) B 30 Container liquid

A: To find force on gate AB

Q: Determine the resultant force at pins A, C, and E. Also, determine the forces on pin D. y 80 kN/m 40…

A: in the given beam the transverse loading on the beam both shear force and bending moment my…

Q: The structure as shown supports the horizontal force F = 30 kN. Determine the safe diameter of pin…

A: GIVEN: The structure as shown in the attached figure, supports the horizontal force F = 30 kN. The…

Q: The floor of a building is subjected to a uniformly distributed load of 4.8 kPa over its surface…

A: The given data is shown below: Uniformly distributed load=4.8 kPa

Q: 02/ The truss gusset plate is subjected to the forces of three members. Determine the tension force…

A: To find Tension force in member C

Q: Question 4 50 kN 40 kN -2 m- 2 m- 2 m- E 1.5 m F 30 kN Н 1.5 m В 40 kN I 1.5 m A The truss above is…

Q: From the given truss shown, compute the force in member DE. a.62.5 N (C) b.187.5 N (C) c.62.5 N (T)…

Q: 20 KN 20 KN A 20 KN/m C 20 KN/m 20 KN E 20 KN/m F G 20 KN/m 30 KN/m K 20 KN/m J 20 KN/m 30 KN/m 1.50…

A: For Beam AB ∑FY= 0 RA+RB= 20+20×(1.5+1+1+1+0.5) =120kN Taking Moment at A ∑MA=0 5RB=…

Q: 2. Solve for the horizontal and vertical components of the reactions of the supports.

A: Given: Truss with loading as shown in figure

Q: 2) The structure as shown supports the horizontal force F = 30 kN. Determine the safe diameter of…

Q: Determine sum of vertical support reaction at A and B

A: Given data : The value of point load P1=5 KNThe value of point load P2=4 KNTo find :Sum of vertical…

Q: 4 m 4 m 2 m 60 kN 120 kN

Q: 15 kN 30 kN 30 kN F G H A w = 4 kN/m w = 6 kN/m w = 6 kN/m 12 m E D C B 3 m 4 m 6 m

Q: 6. Determine the force components at B and C, as they act upon member AC. 2.25 m 1,200 N BA DF (DF =…

Q: 3. The beam below is supported by a pin at A and a roller at B. Determine the reactionary forces.…

Q: 1(g) 30 kNem 2 kN/m 40 kN hinge -6m- 4m 4 m Calculate the forces at A, C, D and E

Q: 10 kN D 10 kN Determine the force in member DJ, in kN. O E B F 6 m Ag H 10 kN 6 panels at 4 m- K J O…

A: Determine the force in member DJ, in KN.

Q: HW Determine the resultant force at pins A, B, and C on the three-member frame. 2m Ans: 800 N A, =…

Q: В C 4 m 3 m 6 m 3 m D E 4 kN 6 kN

A: To find the force in member BC -

Q: Determine the force (kN) at member BC and BD

Q: he box girder below is subjected to a shear of V=15kN. Determine the shear flow at point B. Give…

A: The magnitude of the shear force on the box girder = V = 15 kN To determine:- a) The shear flow at…

Q: compute the force in member LP

A: To Determine Force in member LP.

Q: Determine the reaction at both supports and draw SFD.

A: Given that, A simply supported beam, q= 20kN/m P= 120KN Free body diagram:

Q: 60 kN• m |5 kN 2 kN/m 3 kN/m Hinge B 10 m 6 m 4 m 6 m 6 m

A: Given data: Hinge at B.

Q: 15 KN 30 kN 30 kN F G H A w = 4 kN/m w = 6 kN/m w = 6 kN/m 12 m E D C B 3 m 4 m 6 m

Q: PROBLEM 4 Determine the force in member DF. 10 KN A 14 kN E B D F H 6 m G 2 m 14 2 m 2 m 2 m

A: Given:- To find:- Force in member DF

Q: Determine the reactions at the supports A and C of the compound beam

Q: 3. Solve for the support reactions at the fixed supports D, E, and F. Use cantilever method.

A: ##Solve for reactions at Supports D,E,F using cantilever method of Analysis ###

Q: answer number 3

A: To find maximum shear at mid span

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

The truss pinned to the floor at D, and supported by a
roller at pointA is loaded as shown in the figure.
100 kN
Determine the force in member BG.
а. 128 kN
b. 71 kN
C. 8 kN
d. 0 kN
3 m
3 m
2 m
2 m
2 m
D.
B.
120 kN

What is the maximum moment for the
270 lb/ft
given beam?
a. 1340 lb-ft
b. 1230 lb-ft
C. 1120 lb-ft
A
d. 1010 lb ft
6 ft
3 ft
R1
R2

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

Step 2

Step 3

Step 4

Step by step

Solved in 4 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

2) The structure as shown supports the horizontal force F = 30 kN. Determine the safe diameter of pin that can be used in pin A if the working stress for the pins is limited to 35 MPa. The pins are in single shear. A 0.6m 1 1.2m B 1.8m + 0.9m F=30 kN C
SHOW THE FBD. SOLVE THE SUPPORT REACTIONS OF THE FOLLOWING STRUCTURE: BEAMS
1-15. Determine the resultant internal loadings on the cross section at point C. Assume the reactions at the supports A and B are vertical. 6 ft 6 ft 6 ft 800 lb/ft IB E 4.5 ft 4.5 ft
Determine the support reaction on the structure.
Analyze the truss shown below if V = 34 kN and H = 28 kN.Determine the force in member DF and BG in kN.
2. A steel truss is loaded as shown is supported by a hinge at A and C. Assume that joint B is internal pin. The concentrated loads are perpendicular at the top chord. Determine the reaction at A and C. 54 kN 54 kN 54 kN 54 kN 54 kN 27 kN 12.5 kN E A 6 equal bays @ 4 m = 24 m 6 equal bays @ 4 m 24 m 11m
For the girder shown below, Determine the followings due to a uniform live load of 4 kN/m acting on the top beams. 1- Maximum moment at point B 2 2 1 В C E
Urgent
2) The structure as shown supports the horizontal force F = 30 kN. Determine the safe diameter of pin that can be used in pin A if the working stress for the pins is limited to 35 MPa. The pins are in single shear. A 0.6m 1 1.2m B 1.8m + 0.9m F=30 kN C
Solve
IHE BARS AB AND AC ARE JÕINED BY A PIN AT A AND A HORIZONTAL CABLE. THE VERTICAL CABLE CARRYING THE 200-kg MASS IS ATTACHED TO THE PIN AT A. DETERMINE THE TENSION IN THE HORIZONTAL CABLE. NEGLECT THE WEIGHTS OF THE BARS. 30° 60° 3 m 2 m B 200 kg
. Due to a certain horizontal force 'P' on the frame shown below, the moments are as follows MAB=5 kN.m (Anti clockwise) MBA = 10 kN.m (Anti clockwise) McD = 6 kN.m (Anti clockwise) The force 'P' is B om 8 P 5 m A 2 m C 3 m D