Hello could you help me explain how all the answers are correct and how you got the answer. Thank you **Truss Calculations****Diagram:**The diagram at the top represents a truss structure with points labeled A through I. The truss is subjected to forces of 5 lbs at point A and 10 lbs at point H. Angles and dimensions are marked, including a 37.2° angle and several 90° angles forming right triangles.**Table Explanation:**The table below the diagram summarizes the calculations for each member of the truss. The table has the following columns:- **Member:** Designates the segment of the truss (e.g., AB, AC, BC, etc.).- **T/C:** Indicates whether each member is in Tension (T) or Compression (C).- **X:** Represents the horizontal component of the load.- **Y:** Represents the vertical component of the load.- **Load:** The resultant load acting on the member.**Table Data:**| Member | T/C | X | Y | Load ||--------|-----|-------|-------|-------|| AB | C | 2.865 | 5 | 5.77 || AC | C | 2.865 | 0 | 2.865 || BC | C | 2.12 | 2.12 | 2.445 || BD | C | 6.67 | 0 | 6.67 || BF | C | 3.79 | 0 | 3.79 || CF | T | 2.89 | 0 | 2.89 || FD | C | 0 | 0 | 0 || FH | T | 6.28 | 0 | 6.28 || DH | C | 6.28 | 0 | 6.28 || DE | T | 10.47 | 0 | 10.47 || HE | C | 5 | 0 | 5 || HI | T | 10.48 | 0 | 10.48 || FI | C | 3.80 | 0 | 3.80 ||

Given: The load acting on the truss. Formula used: Summation of forces along x and y direction…

A. ↑ - LBS %0.08. 60.00 C 37.20⁰ 90.00 || 2.80 0 F MEMBER AB AC BC BD BF CF FD FH DH DE HE HI E EG GI H T/C C T C C T T C T T C C T T C C G 10 LBS X 2.885 2.885 O 6.67 3.79 2.89 O 6.68 6.28 10.47 90 10.48 3.80 14.27 0 Mii 2 Y 5 O 2.12 0 505 0 0 O 5 O 5 0 0 LOAD 5.77 2.885 2.445 6.67 6.27 2.89 5 6.68 6.28 10.47 SOHO 5 10.48 6.28 14.27

A. ↑ - LBS %0.08. 60.00 C 37.20⁰ 90.00 || 2.80 0 F MEMBER AB AC BC BD BF CF FD FH DH DE HE HI E EG GI H T/C C T C C T T C T T C C T T C C G 10 LBS X 2.885 2.885 O 6.67 3.79 2.89 O 6.68 6.28 10.47 90 10.48 3.80 14.27 0 Mii 2 Y 5 O 2.12 0 505 0 0 O 5 O 5 0 0 LOAD 5.77 2.885 2.445 6.67 6.27 2.89 5 6.68 6.28 10.47 SOHO 5 10.48 6.28 14.27

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Concept explainers

Types of loading

In mechanical terminology, the term load indicates that external force/weight, either constant or variable, acts on a mechanical member/structure. The weight of an object of a specific material is also an external load, and the external force that works on a structure comes under the categories of loading. The external load generates its effects as stress and strain in the structure.

Question

Hello could you help me explain how all the answers are correct and how you got the answer. Thank you

**Truss Calculations**

**Diagram:**
The diagram at the top represents a truss structure with points labeled A through I. The truss is subjected to forces of 5 lbs at point A and 10 lbs at point H. Angles and dimensions are marked, including a 37.2° angle and several 90° angles forming right triangles.

**Table Explanation:**

The table below the diagram summarizes the calculations for each member of the truss. The table has the following columns:

- **Member:** Designates the segment of the truss (e.g., AB, AC, BC, etc.).
- **T/C:** Indicates whether each member is in Tension (T) or Compression (C).
- **X:** Represents the horizontal component of the load.
- **Y:** Represents the vertical component of the load.
- **Load:** The resultant load acting on the member.

**Table Data:**

| Member | T/C | X | Y | Load |
|--------|-----|-------|-------|-------|
| AB | C | 2.865 | 5 | 5.77 |
| AC | C | 2.865 | 0 | 2.865 |
| BC | C | 2.12 | 2.12 | 2.445 |
| BD | C | 6.67 | 0 | 6.67 |
| BF | C | 3.79 | 0 | 3.79 |
| CF | T | 2.89 | 0 | 2.89 |
| FD | C | 0 | 0 | 0 |
| FH | T | 6.28 | 0 | 6.28 |
| DH | C | 6.28 | 0 | 6.28 |
| DE | T | 10.47 | 0 | 10.47 |
| HE | C | 5 | 0 | 5 |
| HI | T | 10.48 | 0 | 10.48 |
| FI | C | 3.80 | 0 | 3.80 |
|

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