Period: This bridge spans a 10ft wide creek. A 30lb downward force is located at the top center of the bridge.Calculate the load forces and the X and Y components of each member. Round to 2 decimal places for all forces. For each member, state whether in tension or compression. Name: All force diagrams and triangles should be shown on the back of this page or an additional sheet. Bridge is symmetrical and static. A Ay 58.00⁰ B 30 lbs 4D C 48.98 How much force is Ay and Ey? Ay = Can this problem be solved using the method of joints? circle- YES/NO Remember: XFx = 0, ZFy=0 & ZMz = 0 Member C or T X AB AC BC BD CD CE DE EF CF lbs Fy= E Y lbs Fy 2j = m+ 3 Load

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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What is the C or T, the X and Y components and the load of each member. Also when you put the answers could you put it like it is on the image.
**Bridge Load Calculation Problem**

**Name: ___________________ Period: ____

This bridge spans a 10 ft wide creek. A 30 lb downward force is located at the top center of the bridge. Calculate the load forces and the X and Y components of each member. Round to 2 decimal places for all forces. For each member, state whether in tension or compression.

All force diagrams and triangles should be shown on the back of this page or an additional sheet.

Bridge is symmetrical and static.

**Diagram Explanation:**

The diagram displays a bridge structure with the following key points:

- The bridge spans 10 feet wide.
- There is a 30 lb downward force applied at the center point D.
- The bridge is supported at points A and F with reactions Ay and Fy respectively.
- Angles are specified at points A and D: 
  - ∠ABD = 58.00°
  - ∠CDE = 48.98°

**Questions:**

1. How much force is Ay and Ey?
   - Ay = _______ lbs
   - Fy = _______ lbs

2. Can this problem be solved using the method of joints? Circle: YES / NO

**Equilibrium Equations:**
- ∑Fx = 0
- ∑Fy = 0
- ∑Mz = 0

**Table for Calculations:**

| Member | C or T | X   | Y   | Load |
|--------|--------|-----|-----|------|
| AB     |        |     |     |      |
| AC     |        |     |     |      |
| BC     |        |     |     |      |
| BD     |        |     |     |      |
| CD     |        |     |     |      |
| CE     |        |     |     |      |
| DE     |        |     |     |      |
| EF     |        |     |     |      |
| CF     |        |     |     |      |

Note: The table is used to fill in information on whether each member is in compression or tension, and to calculate the X and Y force components and total load.
Transcribed Image Text:**Bridge Load Calculation Problem** **Name: ___________________ Period: ____ This bridge spans a 10 ft wide creek. A 30 lb downward force is located at the top center of the bridge. Calculate the load forces and the X and Y components of each member. Round to 2 decimal places for all forces. For each member, state whether in tension or compression. All force diagrams and triangles should be shown on the back of this page or an additional sheet. Bridge is symmetrical and static. **Diagram Explanation:** The diagram displays a bridge structure with the following key points: - The bridge spans 10 feet wide. - There is a 30 lb downward force applied at the center point D. - The bridge is supported at points A and F with reactions Ay and Fy respectively. - Angles are specified at points A and D: - ∠ABD = 58.00° - ∠CDE = 48.98° **Questions:** 1. How much force is Ay and Ey? - Ay = _______ lbs - Fy = _______ lbs 2. Can this problem be solved using the method of joints? Circle: YES / NO **Equilibrium Equations:** - ∑Fx = 0 - ∑Fy = 0 - ∑Mz = 0 **Table for Calculations:** | Member | C or T | X | Y | Load | |--------|--------|-----|-----|------| | AB | | | | | | AC | | | | | | BC | | | | | | BD | | | | | | CD | | | | | | CE | | | | | | DE | | | | | | EF | | | | | | CF | | | | | Note: The table is used to fill in information on whether each member is in compression or tension, and to calculate the X and Y force components and total load.
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