Given: The truss shown in the figure below. Find: The values (kips) of the reactions at A and H. Also, determine if each of the members in Tension (T), Compression (C) or Zero (0). Their magnitudes are not needed in this problem. Ax = Hx = Hy =, АВ BC CD АН AG BG BF CF DF DE FE FG HG fy Hy 2K Hx→ B 2K 10' 10' 10'

Given: The truss shown in the figure below. Find: The values (kips) of the reactions at A and H. Also, determine if each of the members in Tension (T), Compression (C) or Zero (0). Their magnitudes are not needed in this problem. Ax = Hx = Hy =, АВ BC CD АН AG BG BF CF DF DE FE FG HG fy Hy 2K Hx→ B 2K 10' 10' 10'

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

2. For the structures shown below, indicate the reactions, degree of determinacy and stability. a. Continuous Beam: b. Plane Truss: Λ ΛΑ
Qy For the truss shown in Fig. (1) Find All reactions note: All Area of the members = 3 EI Constant A E 3m 10KN G 3m 10 F OTO 4m 4m
10. beam is unstable if Group of answer choices all of the above r<3n 3 reactions will meet at a common point 3 reactions are parallel to each other
In the figure shown, the Aluminum member (AC) with a diameter of 1.125in is connected with the steel member (CD) of a diameter of 1.625in from point C, these members are restrained by rigid supports at A and D. Find: 1) The values of reactions at supports A + and D 2) The deformation at point C () E = 10.4 x 10°psi E = 29 x 10 psi 1SKips 14Kips A C 8 in 10 in 10 in
Zero-Force Members are structural members that support No loading but aid in the stability of the truss. Tips on getting the zero-force members: 1. there is no external load or reaction at that joint 2. Insufficient structural members to satisfy or "balance" the system: Summation of forces along the horizontal and vertical 3. two of the members are collinear As shown in the figure, structural members of zero-force members can be noticed through observation. Load P Н, G F A D E At a glance, it can be inferred that the member FG and FE are zero force members, because: First, there is no external load applied on the joint Secondly, taking the Joint F, if Summation of Forces along horizontal = 0 is executed, only the member FG has the horizontal component, or the "ability" to "balance" the system, and if Summation of Forces = 0 is executed, the member FE has the vertical component, or the "ability" to "balance" the system only. along vertical Aside from members FG and FE, through…
The value of M in the beam ABC shown in the figure is such that the joint B does not rotateThe value of support reaction (in kN) at B should be equal to
Can you please show me the full solution of Rah and RAV in the reactions and the PAB, PAC, PBD, AND PCD in the member of forces?
Zero-Force Members are structural members that support No loading but aid in the stability of the truss. Tips on getting the zero-force members: 1. there is no external load or reaction at that joint 2. Insufficient structural members to satisfy or "balance" the system: Summation of forces along the horizontal and vertical 3. two of the members are collinear As shown in the figure, structural members of zero-force members can be noticed through observation. Load P Н. F A C D E At a glance, it can be inferred that the member FG and FE are zero force members, because: First, there is no external load applied on the joint
The static indeterminacy of the structure shown below is B
Determine the value of reactions RA= Rfy/Rfx= Determine the Force in members: BE= CE= BD= Thank you!
Zero-Force Members are structural members that support No loading but aid in the stability of the truss. Tips on getting the zero-force members: 1. there is no external load or reaction at that joint 2. Insufficient structural members to satisfy or "balance" the system: Summation of forces along the horizontal and vertical 3. two of the members are collinear As shown in the figure, structural members of zero-force members can be noticed through observation. Load P G Н, F A B D E At a glance, it can be inferred that the member FG and FE are zero force members, because: First, there is no external load applied on the joint Secondly, taking the Joint F, if Summation of Forces along horizontal = 0 is executed, only the member FG has the horizontal component, or the "ability" to "balance" the system, and if Summation of Forces = 0 is executed, the member FE has the vertical component, or the "ability" to "balance" the system only. along vertical Aside from members FG and FE, through…
PROBLEM: Classify each of the structures as statically determinate, statically indeterminate, or unstable. If indeterminate, speficy the degree of indeterminacy. Please show work for all, thank you. CONCERN: For the first one I thought that there were nine reactions (I counted the pin in the middle as four reactions) so that means it would be indeterminate, but the answer key says it is unstable. r=3n statically determinate r>3n statically indeterminate r-3n degree of indeterminacy r<3n unstable