Determine the forces in all bars of the truss shown in the given figure. Indicate tension or compression. Given: P = 5 kips. P 36 kips The force in member AB (FAB) is The force in member BE (FBE) is The force in member CE (FCE) is | The force in member AC (FAC) is The force in member AD (FAD) is The force in member DE (FDE) is The force in member BD (FBD) is T 24 kips kips. (Click to select) (Click to select) kips. Not applicable Tension Compression kips. Compression kips. Tension kips. (Click to select) kips. (Click to select) kips. [(Click to select)

Determine the forces in all bars of the truss shown in the given figure. Indicate tension or compression. Given: P = 5 kips. P 36 kips The force in member AB (FAB) is The force in member BE (FBE) is The force in member CE (FCE) is | The force in member AC (FAC) is The force in member AD (FAD) is The force in member DE (FDE) is The force in member BD (FBD) is T 24 kips kips. (Click to select) (Click to select) kips. Not applicable Tension Compression kips. Compression kips. Tension kips. (Click to select) kips. (Click to select) kips. [(Click to select)

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

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
1. For the roof truss shown in Figure 3, determine the force present in ele- ment GH and in each element located to the right of GH. Also, establish whether the elements are in tension or compression. (I suggest you start from node M applying the method of nodes until you get to element GH) -2.4 m--2.4 m-1.2 m-2.4 m--2.4 m--1.2 m- 1.5 kN 1.5 kN 1.5 kN 1.5 kN D VI 1.5 kN 1 kN В 2.5 m E K 1 kN 1m H M F
Determine the forces in members CD, ČJ, and DJ. 6 panels at 3' M K H В C D E F G L L L Part 1 The free-body diagram of the entire truss is shown. Find the force ly. I M. K H C E G. A. L L A, L L Answer: ly = i
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
Determine the force in member FG (assume FG is tension) of the truss shown in the figure below?. Set P = 671 lb. 2P 12h 12 12 12 Answer:
The truss structure shown below is subjected to the following loads F1= 437 lb F2= 726 lb and has the following geometry: w = 10 ft F2 F1 F1 W W -B D G. F -AC E Determine the support reactions at A and E. Determine the forces in members BC, CG, and FG and state whether they are in tension or compression. Determine the forces in members ED and EF and state whether they are in tension or compression.
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.
Determine the forces in all bars of the truss shown in the given figure. Indicate tension or compression. Given: P = 7 kips 1515- 20 kips The force in member AB (FAB) is The force in member AF (FAA) is The force in member BF (FBR) is The force in member EF (FER) is The force in member DE (FDE) is[ The force in member CE (FCE) is[ The force in member CD (FCD) is The force in member BC (FBC) is 15 kips. (Click to select) 20 kips. Tension V kips. (Click to select) kips. (Click to select) kips. (Click to select) kips: (Click to select) kips (Click to select) kips. (Click to select)
Determine the forces in members GF and GD of the truss shown. State wether the members are in tension or compression. The reactions at the supports have been calculated. H. 4.5m 3m Ax=0 3m 8kN 3m 3m 6kN 3m 2kN Ay=9kN Ey=7kN
1. For the roof truss shown in Figure 3, determine the force present in ele- ment GH and in each element located to the right of GH. Also, establish whether the elements are in tension or compression. (I suggest you start from node M applying the method of nodes until you get to element GH) -2.4 m--2.4 m-1.2 m-2.4 m--2.4 m--1.2 m- 1.5 kN 1.5 kN 1.5 kN 1.5 kN D VI 1.5 kN 1 kN В 2.5 m E Ук 1 kN 1m H F Figura 3. Cercha 3. 2.Determine the force in the elements ED, EH, and GH of the reinforcement (see Figure 4), and establish whether the elements are in tension or compres- sion. (Use the method of sections). Figura 4. Cercha 4. 50 kN 40 kN -2 m -2 m- -2 m- 1.5 m -30 kN 1.5 m B 40 kN 1.5 m
Determine the force in each member of the loaded truss. Make use of symmetry of the truss and of the loading. Forces are positive if in tension, negative if in compression. Answers: AB= AH = BH = BC= i CF = CG= CD= i CH= 4.6 m EF= i FG = GH = i DE = i DF= i i i i Mi i B 3.6 m H 34 KN 4.6 m 4.6 m G 61 kN D 4.6 m F 34 KN KN KN KN KN KN KN Ξ Ξ Ξ KN KN KN KN KN KN KN E
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 >