Determine the forces in FH, HG, and IG in the truss shown diagrammatically in the figure below. All triangles are equilateral with sides of 5m. Determine the forces in FH, HG, and IG in the truss shown diagrammatically in the figure below. All trianglesare equilateral with sides of 5m.60 kN40 kN20 kN40 kN35 kN40 kNHJBMEGK

Given data in question Truss Point loads Span member length To find out Force in members FH , HG…

Answered: Determine the forces in FH, HG, and IG…

Determine the forces in FH, HG, and IG in the truss shown diagrammatically in the figure below. All triangles are equilateral with sides of 5m.

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

Determine the forces in members CG and GH of the symmetrically loaded truss. The forces are positive if in tension and negative if in compression. B 5 m A Answers: CG= i GH = i -5 m 30° 5 m H L -6 m G D L -5 m L ΦΕ
ns (SO a) Determine the forces in FH, HG, and IG in the truss shown diagrammatically in the figure below. All triangles are equilateral with sides of 5m. 60 KN 40 kN 20 KN 40 kN 35 kN 40 kN
Q4 Determine the axial force in all the members of the truss shown in Figure EA = constant.. 20 k B 45° C 6 ft D E 6 ft 6 ft 6 ft 100 k EA = constant
3) A plane truss is shown in the figure. 3-a) Determine the support reactions. 3-b) Find the forces in the members 1, 2, 3, 4, and 5. a = 2 m b=1m P = 10 KN b V a H U a D P a Q = 4 kN| U (4 B a E 5
An equilateral triangulated 2D truss as shown below is subjected to a load 20 kN at B. The force (in N) in member BC is E D 60° B 60° 60° A 20 kN 3 m 3 m
14.10 Given: The truss shown is made up of links DE, CE, CD and BC. All four links have the same cross-sectional area A. A vertical load P is applied to joint D. The failure stress in tension for each link is (OT) fail, and the allowable stress in compression for each link is (oc) fail Find: Using a factor of safety FS, determine the maximum allowable load P on the truss. L = 1.5 ft. D 60° 60° -L E Use the following parameters in your analysis: A = (oc) fail 12ksi. B 0.5in², (OT) fail 20ksi and
A snow load transfers the forces shown to the upper joints of the Pratt and Howe roof lattices shown below. Ignoring the horizontal responses on the supports ( \(A x=Ex=0 \)) a) Determine the forces in all members using the joint method. Pratt Roof Truss System: AA A 2 Rods Pull Push CC=5,7 WIDTH (m) x=2 y=3,4 height (m) z=4,2 X 1 BB H 2 y 3 CC G y BB 5 D F X Pratt Roof Truss System SOLUTION: 6 AA E A 4-digit number must be written after the comma. For example 14.7845. Forces (kN) AA=4,2 BB=4,2 A
All members of the truss have the same length L=4.4 m. Determine the MAGNITUDE (N) of force supported by member CE if P=828 N. Round off only on the final answer expressed in 3 decimal places.
The truss ABC is constructed of three titanium (E Ti =17.4×10 3 ksi) members. A horizontal force of 1.8 kip and an unknown force P are applied to the truss at point B as shown. Member AB has a cross-sectional area of 0.1in 2 , member BC has a cross-sectional area of 0.0025ft 2 , and member AC has a cross-sectional area of 0.2 in2. b) Determine the magnitude of the force P that is required to displace the roller at point C to the right by .03 inches.
For a plane truss member, the length is 2 m, E = 200 GPa and area of cross-section is 200 mm². The stiffness matrix coefficient K₁1 with reference to its local axis is A) 200 N/m B 2 × 107 N/m C) 4 x 107 N/m с D) 400 N/m
For the truss shown, F1=240KN and F2=720KN. Determine the forces in the rod BD and the rod BE (unit of length is m). D Figure Q3
Determine the axial bar forces of the externally indeterminate truss shown .AE is constant.