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

Transcribed Image Text:**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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