Determine the force in each member of the trusses. State if the members are in tension or compression. Assume all members are pin connected. Present the results in a final drawing of the truss that shows the value of each member force and a (T) or (C) to indicate the member is tension or compression. 8 ft 25 k D↓ |6f- 6 ft -6 ft- B 20 k -6 ft E 10 k -6 ft

Determine the force in each member of the trusses. State if the members are in tension or compression. Assume all members are pin connected. Present the results in a final drawing of the truss that shows the value of each member force and a (T) or (C) to indicate the member is tension or compression. 8 ft 25 k D↓ |6f- 6 ft -6 ft- B 20 k -6 ft E 10 k -6 ft

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

Part B. Trusses For the given trusses, determine if the truss is statically determinate, statically indeterminate or unstable. If statically determinate, solve the values of the truss members being asked: a. Determine the force in each member of the roof truss shown. State if the members are in tension or compression. Assume B is a pin and C is a roller support. (METHOD OF JOINTS) A 2 kN 30° - 2 m B F 60° 60° +60° 60° -2 m 2 kN
D В a 2 m A F -2 m- - 2 m- -2 m- 1000 N Use the truss from Problem #1below to determine the force in each member Mention whether the members are in Tension (T) or Compression (C). Use the Method of Joints to analyze the truss. (20- points)
Determine the force in members EF, EP, and LK of the Baltimore bridge truss and state if the members are in tension or compression. Also, indicate all zero-force members. M L. K 2,m N P 2 m A B C DE F G H 2 kN 2 kN 5 kN 3 kN 8 @ 2 m = 16 m %3D
1. The figure shows a truss supported by a pin at A, a roller at G and loaded as shown. Using the method of sections, determine the force in members JK, JC and DC. State whether each member is in tension (T) or comptession (C). 4hN 4kN 2kN 4m 3EN B DE E 2m each
Problem 2: Determine the force in ALL the members of the truss. State if the members are in tension or compression. Show all your work to receive full credit. (Hint: It is not needed to find the reaction forces at C and E if you use the Method of Joints). Note: P1= 1000 lb and P: = 500 lb B C30 45 999 4 ft E 550 D. -4 ft- - 4 ft- 999 299
Find the value of member GD of the truss. Assume all members are subjected to tension (negative value means compression). X = 31 Ib; Y = 49lb; Z = 39lb G 1 m H 2 m E C -2 m- -2 m- -2 m--2 m-
Consider the 8- member truss shown; determine the zero-force members (if there is) and force in each member then state if they are in tension or compression. (Supports on point A and B are pinned) 100 N D 100 N E 4 m 2 m В tismtism- 1.5 m³
Q2: The truss shown is supported by a pins at A and G, and subjected to discrete loads as shown in the figure. a) Determine the reaction forces at A and G. b) Use the method of sections to determine the forces in members FE, EB and BC. State whether each member is in tension or compression. G F E 2 m A B C D - 1 m 2 m 1 m 10 kN 15 kN
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
For the truss shown below, F= 12 kN and L=3 m. a) Determine the force in member BE. A and E are constant. Assume Ngg is tension. b) Determine the deformed shape of the truss. L Fill out the table below: N (kN) (assuming Nis in tension, fill in with actual ON ON Member L (m) FBE values) AE BD FBE FBE CE FBE FBE ВЕ FBE FBE CD FBE FBE AB BC FBE FBE DE FBE FBE Summation FBE
solve the stresses in members DF,DG and EG using method of sections
4 kN 4 kN 3 kN 2 kN B C D 3 m H 2'm - 5 m- -5 m- -5 m- - 5 m- Q4- The figure shows a truss that is supported at A by a pin and a roller at E. The truss is subjected to vertical forces. Determine the following: (a) check for zero-force members and identify such members (b) The Force Reactions at the supports are: Ax kN Ay kN Ey k N (c) The internal Force in member CD, FcD i . kN, specify (T) or (C) (d) The internal Force in member CF, FCF İS. . kN, specify (T) or (C) (e) The internal Force in member CD, FcG is . kN, specify (T) or (C)