2. A truss is shown in the figure below. a) Based on the number of joints and members, discuss about the stability of the truss b) Determine the reaction forces at supports.. c) Use "the method of sections" to determine the forces in members ED, EH, and GH, d) Determine whether each member is in tension (T) or compression (C). 50 kN 40 kN 2 m -2 m- -2 m D E F O 1.5 m C -30 kN G H 1.5 m B 40 kN I A 1.5 m 1. Given the specified tensions in cables AB and AC, calculate the resultant moments produced by these tensile forces at point A about point 0. ス 6 m 1.5 m B 2 m FB = 55 N 4 m 4 m Fc = 40 N A 3 m

2. A truss is shown in the figure below. a) Based on the number of joints and members, discuss about the stability of the truss b) Determine the reaction forces at supports.. c) Use "the method of sections" to determine the forces in members ED, EH, and GH, d) Determine whether each member is in tension (T) or compression (C). 50 kN 40 kN 2 m -2 m- -2 m D E F O 1.5 m C -30 kN G H 1.5 m B 40 kN I A 1.5 m 1. Given the specified tensions in cables AB and AC, calculate the resultant moments produced by these tensile forces at point A about point 0. ス 6 m 1.5 m B 2 m FB = 55 N 4 m 4 m Fc = 40 N A 3 m

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 force in members GF, GD, and CD of the truss. State if the members are in tension or compression. Take that P₁ = 12 kN, P₂ = 25 kN and P318 kN (Figure 1) Figure 1 1 m 2 m A of 1 H B -2m- -2 m2 m- P₁ C -2 m- P₂ D -2 m- P3 >
The truss shown has members having a cross sectional area of 1400 mm2. Find the stresses in members BC, BD and CF for the truss shown in kPa. Indicate tension or compression. Note: Draw the Free Body Diagram, include the units/dimensions, use the proper formula and round-off all the answers and final answers to 3 decimal places.
Show free body diagram.
For the following problems use an allowable stress equal to 25 ksi for bothtension and compression. Calculate the volume of the truss.PART A. Use the beam-truss analogy to design the following truss.PART B. Perform the structural analysis of the truss and design each member using itsactual internal force. Compare the truss volume to the one of PART A.
For the given truss: Determine all the zero-force members. The parameters will be substituted to the letters given. I added it in case needed. disregard if not.
Evaluate the given Fink Truss using method of sections. Answer the following questions if ϴ = 30°, Ф = 60°, and the distance, d = 12 ft. What is the reaction at A? What is the force at in member BD? What is the force at in member FE? What is the force in member CE?
Calculate the force in members BC, BG, GC and GE of the truss system and state if these members are in tension or compression. Note: Point I is a pin support and point A is a roller support. G E 2 m D to 1 m 1 m 1 m 600 N
how do i solve the attached civil engineering problem
The truss shown in figure below is made up of bars 2 mlong. Find the load carried by the members AB, GE, and CD.
Find the member strength FDE of the member DE in the truss structure shown below. Use "Section Method" (However, the length of each member is L, which is the same for all members.)
i need the answer quickly
Solve for the member forces of the truss. AB has a length of 2m while AD and DE is 1.5m. INDICATE IF MEMBER FORCES ARE IN COMPRESSION ANSWER UP TO 5 DECIMAL PLACES -AB -AD -BC -CD -DE -CE