355. Determine the reactions at A and B on the Fink truss shown in Fig. P-355. Members CD and FG are respectively perpendicular to AE and BE at their mid- points. Ans. A = 5360 lb; B, = 6130 lb; B 895 lb %3D 1000 lb 1200 lb E 2000 lb -16- 1000 lb 16' F 30° 2000 lb 4000 lb 60- FIG. P-355.

355. Determine the reactions at A and B on the Fink truss shown in Fig. P-355. Members CD and FG are respectively perpendicular to AE and BE at their mid- points. Ans. A = 5360 lb; B, = 6130 lb; B 895 lb %3D 1000 lb 1200 lb E 2000 lb -16- 1000 lb 16' F 30° 2000 lb 4000 lb 60- FIG. P-355.

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: -0.4 L 0.6b FIG. P2.94 6000 lb 4000 lb 7000 lb 5000 lb -SA- FIG.P2.95 2.96 The uniform beam of…

Q: Determine the member end moment and reaction for the structure shown below by using kanis method

A: (e) Consider the free body diagram ;

Q: Member Magnitude,N X- Y- component Component 0.6 m A 500 N В AE 2000 N 0.3 m O F A 0.2 m 0.4 m 0.3 m

Q: EXAMPLE 3.3 Determine the force in each member of the scissors truss shown in Fig. 3-2la. State…

Q: 00 mm 100 mm P.

A: To find the average stress -

Q: If there are two reactions at any of the supports, also determine the total reaction in that…

A: Take moment about A:∑ MA=0RB26-1×2622-2×1622=0RB=22.846k

Q: Determine the reactions at the supports of the beam loaded as shown below: A 10cm 12N 31/660 B 60°…

Q: Determine the symmetric and antisymmetric components of the loadings shown in Figs with respect to…

A: Symmetric Loadings:A loading is considered to be symmetric with respect to an axis in its plane if…

Q: Find

Q: A thin, homogeneous disk of mass m and radius r spins at the constant rate Vị about an axle held by…

A: Consider the figure,

Q: Q1/ For the truss shown in Fig. (1) Find All reactions All Area of the members = 3 EI Constant note:…

A: Truss A truss is a construction comprised entirely of parts that are held together by two forces. A…

Q: 10 2,0 111111 TE + * E,I and A are constant for both elements Take A-1/2 Answer HI--12,13 kN VI =…

A: Applying degree of freedom numbering. D.O.F no. 4, 5, 6 are free and 1, 2, 3, 7, 8 and 9 are…

Q: Determine the reactions at the supports and forces at hinge B acting on member CBA. 0.6 m 500 N B…

Q: Determine the reactions at the supports for the following: 6 in- 5 in 50 lb 3 in 100 in-lb 3 in 30°

Q: Solve for the support reactions at A ond B

A: Given:- Overhanging beam To find:- Support reactions

Q: Determine the reactions at support A. F1 = 375 lb F2 = 500 lb 5 4 A B 0.5 ft 8 ft 6 ft 5 ft- 30° F3…

Q: For the truss given below, what is the restraint that can not be remove to arrive with a primary…

Q: 5. For frame presented in Fig. 5, the distances are in meters, calculate the reactions at the two…

Q: Determine the reactions at support A. A=375 lb F= 500 lb B. 05 ft 8 ft 6 ft 5 t- 30 F= 160 lb

A: A loaded beam is given and it has been asked to determine the support reactions. please refer step 2…

Q: T- For the following bar element, find the reactions at supports using FEM if EA=10000 t 12 t -6 m.…

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

Q: Detemine forces in members BC, BG and FG. -8 ft--8 ft--8 ft--8 ft- B. 8 ft H 4000 Ib 6000 lb 8000 Ib

Q: Determine forces in members BC, BG and FG

Q: - Determine the reactions at the supports for the structures shown. 20 kN/m 40 KN/m Hinge 5m 100 KN-…

Q: Q1- Classify each of the structures shown in adjacent figure as statically determinate, statically…

Q: Determine all the reactions for the given structure. Joint C can be assumed to act as a hinge.…

A: Given data Determine support reaction and horizontal component at C.

Q: A) Determine the support reaction at A? * B)

A: To find support reaction at A

Q: 1.1 For the structure shown in Figure P1-1 F₂2 20 in Member 1 F3 15 in Member 2 F4 10 in Member 3…

A: Structural stiffness : The rigidity of a structural element is referred to as an element's…

Q: 1.5k/pie 10 k-pie 10k-pie +10 pies- A 10 pies- 20 pies 20 pies Prob. 12-11

Q: is statically indeterminaté externälly, thên détérmi: he degree of external indeterminacy. Hinge…

A: For Reaction Apply Equilibrium condition Force in x direction and in y direction must equal to…

Q: Determine the member end moment and reaction for the structure shown below by using kanis method

Q: 1. For frame presented in Fig. 1, calculate the reactions at the two supports under the applied…

Q: 12 K 6K 16t 8' 12' 10

Q: In the figure below, the trusses are all stable. Compute the magnitude of reaction at E in kips.…

A: Given:- a truss with loading as shown below is stable ;

Q: Determine the force in each member of the trusses shown in Figs by utilizing structural symmetry

A: To determine forces in truss members, we will be using the method of joint and method of section. In…

Q: h2= 8KN/m h1= 10KN/m 25 G | 14KN 2.5 3 4 3

Q: Determine the reactions at the supports for the truss shown in Fig. 3.30(a).

A: Free Body diagram of the given problem: Note: As there is no horizontal force in the given truss…

Q: Determine the reactions at A and B for * .equilibrium of the member in fig

A: Given- Load=50kn,20kn

Q: Determine the reaction at E and the force in each member of the right half of the truss shown in…

Q: D E F В H A R K M P 300 kN 8 panels @ 5 m 40 m- Dimensions in meters 6.25 6.0 5.5

Q: Determine the support reactions at A and B. N 130 M 41 L M 19 m 8 m

Q: Q 3: For the structure shown in Fig. (3). Determine the reactions at supports A and B. El-constant…

A: In the given figure we can see that there are two different beams, on one beam UDL is acting and…

Q: 3.34 Mathematically determine the reaction forces at A and B for the truss shown in Fig. 3-44. Ans.…

A: Given the truss above.

Concept explainers

Loads and Reactive Forces

Loads are the external influences that a beam experiences under its working conditions. For instance, a beam may be subjected to shear loads, twisting loads, bending moment, and axial loads during its working conditions. Engineers primarily deal with beams and trusses in the civil engineering domain. Due to the influence of loads, it is very crucial to determine the induced stresses and deformation values. These values give an insight into the critical area of the beam that needs to be worked upon to make it fail-safe.

Question

355. Determine the reactions at A and B on the Fink truss shown in Fig. P-355.
Members CD and FG are respectively perpendicular to AE and BE at their mid-
points.
Ans. A = 5360 lb; B, = 6130 lb; B 895 lb
%3D
1000 lb
1200 lb
E
2000 lb
-16-
1000 lb
16'
F
30°
2000 lb
4000 lb
60-
FIG. P-355.

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 3

VIEW

Step by step

Solved in 3 steps with 3 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

statics of rigid bodies
Determine the normal loading reaction in the structure below
How to find m, r, and j can you explain for me
E213: Statics of Rigid Bodies Page 75 of 103 NORTHWEST SAMAR STATE UNTVERSITY Resitence Integrity Service Escelence STATICS OF RIGID BODIES 5. Determine the pin reactions at A and all forces acting on member DEF of the frame shown. Neglect the weights of the members. Ans. A = 60 KN, F= 28.30KN – 2.5 m- 2.5 m 0.5 m Im 40 kN D E 2 m 3 m Im
Determine the support reactions for the trusses shown in the figure B C D 30 kN 8 m H. 14 m 80 kN 100 kN 4 @ 10 m 40 m
P.4.1 Investigate the determinacy and stability of the trusses shown in Fig. P.4.1(a)–(d). Ans. a. Statically determinate and stable. b. Statically determinate and stable. c. Statically in determinate and stable. d. Statically determinate but unstable unless ABC is in tension.
Determine the reactions at the supports for the beam shown in Fig. 400 kN-m 15 kN/m 6 m 4 m 160 KN Į 4 m-
7. For frame presented in Fig. 7, calculate the reactions at the two supports under the applied load, the spacing indicated are in meters 1 kN/m 1.5 kN/m Fig. 7 2 kN 4-2-1 TNTN +4
Determine the reactions at the supports for the structures shown
3. The truss shown in Fig. 3 is supported on rollers at E and a hinge at F. Solve for the components Ev, Fv, and Fh of the reactions at these supports.
4000 lb Part A D E Nur 8000 lb B Part B 5000 lb C -9 ft-9 ft-9 ft 9 ft9 ft 9 ft- F 12 ft Determine the force in member El of the truss which serves to support the deck of a bridge. (Figure 1) Determine the force in member JI of the truss which serves to support the deck of a bridge.