Answered: SITUATION. For the given truss. 1 m. 2…

SITUATION. For the given truss. 1 m. 2 m. B. C D 2 m. 2 m. 2 m. - 2 m. 10 kN 25 kN 15 kN Determine the force in member GF, in kN. O 21.3 25.1 -26.3 O -29.3

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: 8a kN a kN/m A -4.00- -6.00–

Q: 4 kN Draw F.B.D then find reactions at supports A and B take beam AB wieght 20K g Ax B Rgsin30 30°…

A: Given that: FBD of a beam as shown:

Q: 20 3 2K/1 Zopty TITIA gk 6² B * 61 DETERMINE THE AS lok" Le 水 3K|' 6 6° INTERNAL MOMENT AT POINT B

A: Bending moment at B = 240.62 kip- ftExplanation:Step 1: Step 2: Step 3: Step 4:

Q: Create a moment diagram given the FBD and shear diagram (pictured)

A: Draw the bending moment diagram of the given FBD and Shear force diagram.

Q: support B? a. 68.145 kN-m b. -68.145 kN-m c. 28.43 kN-m d. -28.43 kN-m What is the final moment at…

A: A indeterminate beam is given with loading as mentioned. To determine The final moment at A The…

Q: SITUATION 5. For Items 12-14. 12. Find the force acting on member FE. a. 1.803 kN "T" 1.Şm H b.…

Q: 10 N 10 N 20 N C E 10 N B R 6.0m 4.0m A J 8 BAYS @ 3.0 m EACH 20 N The vertical reaction at S is…

Q: Determine the magnitude and type of bar forces for members BE, CF, DG, and FG.

Q: Find support reaction

A: Introduction : The given structure is truss structure . It has two support one pinned and one roller…

Q: 1-10. Resolve the 170-1b force of Fig. Pl-10 into two components, one along 48 and the other paral-…

A: Slope of 170-lb force with x-direction, θ1=tan-1(815) =28.07° Slope of AB with x-direction,…

Q: Which section below has the larger negative moment capacity?

A: The negative moment capacity for sections A and B:Section A details:b = 200 mmd = 600 mm4 -25 mm…

Q: 50 kN 40 kN/m 10 kN/m AA OB 20kN-m -1m+1m-+2 m+2 m 4 m

A: Calculationa:Support Reactions…

Q: / Replace the loading b- e moment acting at point C | Replace the loading by ly the location of the…

A: Replace the loading by an equivalent force Draw the free body diagram

Q: PROBLEM: DRAW SHEAR AND MOMENT DIAGRAM PROBLEM NO. 1 1.5m 12KN 2.0m 4KN/m 5.0m WWW.

A: Multiple questions As per our guidelines we are supposed to answer only one question. Kindly repost…

Q: E. .K .... 12 ..... A ... C アアD Dy 3my 3m 3m. Find all forcesr

Q: 29. Shear force equation for segment AB. * O a. 0.49KN-0.15x2 (KN/m2) O b. 0.49KN-0.16x2 (KN/m2) O…

A: given beam

Q: Find roller support reaction

A: Given data : The data of point load are: Point load=P Point load=Q Point load=R Required : Finding…

Q: -5.37 5 KN 6.62- -4.29- -5.02- 4 KN 3.73 3.24 E 1.04 6.2 KN B. 1.96 0.43 C 4 KN 2.4 KN -2.59 5.77-…

Q: 4KN 1. FROM THE GIVEN BEAM COMPUTE THE FOLOWING a) REACNONS nT A DB 25 KN/m b) SHEAR AND MOMONT AT D…

Q: B 30 KN 1.5m 1.5m RDx 2m F 2m E 2m RD 50 KN RDy RA

Q: Q3/ Resolve the force 130N into two non-rectangular components. One having a line of action along AB…

A: Intensity of force is given and it has been asked to resolve forces in AB and CD direction as given.…

Q: Given the following beam loadings a) Derive the shear and moment equations for the beam shown b)…

A: Solution:- Support reactions, Ra+Re=7 kN Taking moment about A; ∑MA=0Re×8-7×1-5-10=0Re=228…

Q: 10 KN 8m shear and moment equations diagram 2/1

Q: find the reactions. Determine the following. a) EIy at 1m from pin support b) EIy' at midspan c) EIy…

Q: 3.20 2.40 JEE'T B Analyse the following beam by drawing the moment and shear diagram. 4T 1.661 с…

A: Given data:-

Q: Wo B Wo B

Q: Determine the resultant moment about points A and B, if Fc = 17 kN, L=8 ft and M = 63 kN-ft A L Fe L…

A: Given data:

Q: The shear diagram of a beam is shown in the figure. V (kN)| 48 28 8 x (m) -20 to -32 2 2- 1.0' 1.0…

Q: Determine the magnitude of the compression force the channel lock pliers exert on B. а 500 N с 321N…

A: Consider the free body diagram of the upper handle link as shown below.

Q: Derive the shear force equation,bending moment equation for the beam own. Neglect the weight of the…

A: Uniformly varying load with 2.1kN/m at 7 m span. To calculate shear force and bending moment…

Q: For W1=8.9 KN/m, W2=5 KN/m, the resultant of applied loads is WI KN/m W2 KN/m Select one: OA 36.70…

Q: B1

Q: For the force system shown, determine the moment of the system about the origin.

A: Introduction- The tendency of a force to make a body to spin about a certain point or axis is…

Q: Determine maximum shear forc

A: Support reaction : Apply equilibrium condition ∑MC=0RBY×18-9×24-12×4×18×183=0RB=24…

Q: Calculate shear force and draw SFD and BMD using Moment Distribution Method

Q: 30 41 Determine the 5m 3. Resultant of the following forces and moment a bout 3m 120 KN.m lo kN 2 m

A: Solution Given Diagram

Q: PROBLEM 4 The beam shown is loaded with the triangular, rectangular and the 10kN point load. Find…

A: Give data Find resultant of loading diagram. Concept

Q: shear force and bending moment

A: Draw shear force and bending moment diagram.

Q: 10 N 10 N 20 N E 10 N B 6.0m 4.0m D F H J L Q 8 BAYS @ 3.0 m EACH 20 N • The Vertical reaction at A…

Q: 30. Bending moment equation for segment AB. O a. 0.58x(KN)-0.16x3(KN/m2) O b.…

A: Draw the free body diagram. Equilibrium of horizontal forces, ∑Fx=0Ax=0

Q: 3.20 2.40 1.331 AT -1.00- Analyse the following beam by drawing the moment and shear diagram. C…

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

Q: Course Bearing Distance AB S 18°5' W 126 M BC S 08°51' E 90.2 M CD N 23° W 108 M DA

Q: Find support reaction

A: Given data in question Span length Simply supported beam UDL UVL To find out Reactions

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

Determine the Force in member CD in KN A. 12.3 B.25 C.-26.8 D.-29.2 Determine the Force in member GD in KN A. 2.3 B.25.8 C.-28.2 D.-29.3

SITUATION.
For the given truss.
1 m.
2 m.
B.
C
D
2 m.
2 m.
2 m. -
2 m.
10 kN
25 kN
15 kN
Determine the force in member GF, in kN.
O 21.3
25.1
-26.3
O -29.3

(continuation)
Determine the force in member GD, in kN.
O 2.3
O 25.8
O-28.2
O -29.3

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 2 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

8 kN 1 m A -2.5 m DRAW M N T DIAGRAMS 8 kN t -2.5 m 16 kN/m -4 m 4 kN/m -2 m
r the concurrent Force system showin, determine the magnitude and direction of the resu Hant Force, For 30ON 7400N 13 500N GOON 100KN 30° 30 50KN F0KN
FIGURE A A 12 1.lf the axial force P is 1,000N, compute the component of P having a line of action along AB. Refer to Figure a. c. 1,500N a. 600N b. 1,050N d. 650N 2. If the axial force P is 1,00ON, compute the component of P having a line of action along AC. Refer to Figure a. c. 1,500N a. 600N b. 1,050N d. 650N
89 (KN) 39 (KN /m) 70(KNm) normal force ? cuting force? moment (NTM) diyagroms!
G2: The fve frces and a Determine the resultant Locate it with Couple of fig. constitute Coplaner force System. respect to pointo. A130 90 4
A statically determinate beam is under in-plane loading, and its the shearing force diagram isshown below. Determine the solution to the overhanging beam’s loading condition.
3. What is the approximate force reaction at support c? In kN A. 132.25B. 56.02C. 184.79D. 165.51E. 156.52F. 30.68G. 148.97
5. What is the approximate moment at support a? In kN.m A. -79.86 B. -27.95 C. -73.28 D. 0 E. -10.98 F. 73.28 G. 79.86 H. 10.98 I. 27.95
uijjju67iuj67ji
Determine the resultant of the force Syskem shown in Fi and locate it with respet to point B loo 20 m 2-5
Q1 /Draw S.F.D and B.M.D 60 KN/m 20 KN/m 100 KNm 3m 3m 1m3B Shear Force Diagram S.F.D B.M.D
3. Determine the magnitude and location of the total hydrostatic force acting on the inclined plane AB Paia - IS KAA 0-70m OIL ( 6* 0.0) 1.Om WATER 1-20m GLYCE RINE (so - 1-26) 30 Alelie is presenting