PROBLEM 230 kN- 25 KN→A EUsing method of joints,determine the force in6 m1312members DE, CE, CD, & AC ofthe truss shown.50 kN-C6 mAB5 m(a)Random Answers:65 kN (C), 130kN (T), 50kN (C), 65 kN (T),30kN (T), 50KN (T),

Answered: Image /qna-images/answer/e32281df-4e67-4883-83f6-30eb6c63e765.jpg

PROBLEM 2 30 kN - 25 KN→A E Using method of joints, determine the force in 5 6 m 13 12 members DE, CE, CD, & AC of the truss shown. - 50 kN- D 6 m - 5 m (a) Random Answers: 65 kN (C), 130KN (T), 50KN (C), 65 kN (T), 30kN (T), 50KN (T),

PROBLEM 2 30 kN - 25 KN→A E Using method of joints, determine the force in 5 6 m 13 12 members DE, CE, CD, & AC of the truss shown. - 50 kN- D 6 m - 5 m (a) Random Answers: 65 kN (C), 130KN (T), 50KN (C), 65 kN (T), 30kN (T), 50KN (T),

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: Using the method of joints, find the reaction forces at the supports and the force in each member of…

A: To Find :- Reaction forces and Force in truss members using

Q: 2. Determine the force in each member of the truss shown in Figure 2. Use method of Joints. State…

Q: In a plate girder subjected to a bending moment of 200 kNm, the width and thickness of flange are…

Q: 100 kN -1.2 m 9'0

A: To find the vertical and horizontal displacement of joint D -

Q: Problem 1: Three vertical posts AD, BE, and CF are held between two horizontal rigid plates. Posts…

Q: Problem 1 answer the questions. A = 1.5 in² and E = 29,000 ksi For the given truss below, |2 k 2k…

Q: Problem II. The truss shown in the figure below is applied with force P (refer to the table of…

Q: Two (2) beams are subjected to different loading condition and position as shown. A w1 w2 P x1 x2 x3…

A: To find support reaction

Q: The beam shown in Figure 3 has an inclination of 30° from the horizontal axis and it is pinned at A…

A: A beam is inclined 30deg with horizontal and a load,P vertical to the beam is applied at 2 m from A…

Q: Calculate the forces in members AB, BH, and BG. Members BF and CG are cables which can support…

Q: Members AB and BE of the truss shown consist of 25-mm-diameter steel rods (E= 200 GPa). It is given…

A: Determine the elongation of rod BE.

Q: 4.) Determine the value of El(y) midway between supports for the overhanging beam as shown using the…

Concept explainers

Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.

Question

PROBLEM 2
30 kN
- 25 KN→A E
Using method of joints,
determine the force in
6 m
13
12
members DE, CE, CD, & AC of
the truss shown.
50 kN-
C
6 m
A
B
5 m
(a)
Random Answers:
65 kN (C), 130kN (T), 50kN (C), 65 kN (T),
30kN (T), 50KN (T),

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

A mansard roof truss is loaded as shown. determine the forces in each members in kN. P=9.9 kN and x=4.1 m. Show solution, Free body diagrams and determine each member it is in tension or compression.
QUESTION 1: [Method of Sections] For the simple truss in figure Q1 below, 9 kN 6 kN 3 kN 3 m B 3m 3 m D 3m lim 5 m G Figure Ql: Simple truss structure Determine: a. If the structure is statically determinate b. Draw a free body diagram of the frame structure and thereafter, determine the magnitude and sense of the reaction forces at the joint A and joint G. c. Using the method of sections, determine the sense and magnitude of the forces in the members, BC, BE and FE, using the principle of static equilibrium of moments.
FOR THE TRUSS SHOW BELOW, SOLVE FOR THE STRESSES (ORANGE) IF ALL MEMBERS 750 mm^2.. 3m 2m 2m 2m C 3m E 200 KN 2m G F 100 kN H 4m B
For the simply supported beam with the given cross-section, the shear force diagram has been plotted. Determine the maximum shear stress in section e-e of the beam. (A Note: the natural axis is located 65 mm above the toe of the cross-section and I = 5.8133×106 mm4) 160 mm |180 kN 20 mm - N.A B 100 mm 65 mm 500 mm 500 mm 30 mm 30 mm 20 mm V 90 kN Cross-section of the beam -90 kN
The cross sectional area of the members of the truss shown is 500 mm² and E = 200 GPa. Solve the horizontal displacement of joint C due to external loadings in mm. AB 1.5 m O 0.1875 O 0.075 O 11.25 O 18.75 C 2 m D 10 kN 5 kN
1. Use the method of joints to determine the | 8 kN force in each member of the truss shown. State whether the force is in tension or compression. Tabulate your answers. 45° 10 kN B 45° E 3 m -45° 6 m
NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. Consider the figure shown with P= 137 kN. 2.4 m 2.4 m 2.4 m TO B O 4.5 m E Determine the force in members DG and EG of the truss shown. KN Tension The force in member DG of the truss is The force in member EG of the truss is [ KN Tension :
Problem For the given truss below, | 2 k |2 k 2 k answer the questions. A = 1.5 in? and E = 29,000 ksi D E, F for all members: Show the virtual load on the answer sheet (a) to calculate the vertical displacement of joint B (AB) using the unit-load method (mark the magnitude of the load). 6 ft A B (b) Determine the vertical displacement of 8 ft 8 ft joint B (Ag) using the unit-load method.
Correct the assignment and wrote two to three sentences explaining the error
Determine the force in each member of the loaded truss. All triangles are equilateral with side length d. The forces are positive if in tension, negative if in compression. B D E G 8.3 kN 6.8 kN Answers: CD = i kN CF = i kN CG = i kN DE = i kN DF = i kN EF = i kN FG = i kN
2. Determine the force in each member of the truss shown using the method of joints. Indicate whether the member is in tension (T) or compression (C).Tabulate your results using the example shown. B Member Force (kN) C/T 30 kN АВ 4 m AD ВС 2 m D BD CD 18 kN 8 m 8 m
A 5-m long simply supported timber beam carries two concentrated loads, as shown in Figure. Determine the maximum horizontal shear stress that occurs in * ,the beam at any location within the span length. Use l = 1139 x 106 mm4 150 mm 14.0 kN 42.0 kN 450 mm 2m 2m 1m 100 mm 16.80 KN 39.20 ΚN 150 mm 159.2 kPa O 871 kPa O 456 КPa О 398 kPa 1