Truss 2KN and 60 degrees The image contains a free body diagram drawn on graph paper. It includes a truss structure with two triangular sections labeled as A-B-E and E-C-D. Below is a detailed description and explanation:### Diagram Components:- **Points/Nodes:** - A, B, C, D, E- **Distances:** - The horizontal span between point A and point E is 10 meters. - The horizontal span between point E and point D is also 10 meters.- **Loads:** - There is a vertical load of 2 kN applied downward at point C.- **Reactions:** - There are vertical reaction forces at points A and D, indicated by upward arrows.### Calculations/Annotations:- **Equations:** - At the top left: ``` 1.73 * AD sin 60 = 0 Fx = -144.34 cos 60 ``` - Subsequent calculations: ``` 123 ——— = 0 sin 60 ``` ``` -123 / 866 = 144.34 N ``` - Finally, there is a note of: ``` Ex = 72.17 N ```### Explanation:The diagram appears to illustrate a truss problem where a vertical load is applied, and the equilibrium equations are being used to find the reactions at the supports and possibly internal forces within the truss members. The trigonometric calculations seem related to resolving forces at different angles, with references to components and reactions in the horizontal direction.

Answered: Image /qna-images/answer/3fe84318-69ba-41da-a365-2e5ec79ce16a.jpg

Answered: Truss 2KN and 60 degrees

Truss 2KN and 60 degrees

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

Similar questions

Draw shear and banding moment 10 kN diagram 80 kN/m В A D C 4 m- 1 m'1m
Not the ȳ. I NEED THE y for the top and bottom flange? how did they get the values 4.917 and 11.58
Analyze the bar forces in the trusses shown: Note: Bars 1-3 and 6-7 both make an angle of 300 with the horizontal.
Draw axial, shear & moment diagram for the frame shown below? 15 kNm 12 kNm C A 10m D B 7777777 5m 6m 3m
draw shear moment diagram W= 150N bb b 5m ↓ ↓ d b 5m
HI! HELP ME PLEASE. TYSM
9-7. Locate the centroid T of the parabolic area. Prob. 9-7
Determine static indeterminacy of frame
Sketch the reaction influence line at support D. Complete the values in your sketch influence line. PIN B C + + 4m 4.5m 2m 3.5m Upload Choose a File
י l ן) O 1::0. سجاد علي 2 الآن Analysis the truss below. 3KN 3KN 20 KN Figure 1 D 6.67m E 6.67m 6.86 m 6.86m 6.86m 6.67 m 6.67m B 6.67m G 6.86m 6.86m 6.86m
Determine static indeterminacy of truss 00