6. 6. B5 Problem # 2 For the floor framing in the figure, assume a dead load of 50 psf and a 18' live load of 50 psf and neglect the own weight of the structural members. B2 a. Draw the load flow diagram for column C2 b. Determine the force from beam B3 acting on beam B7. Draw all necessary FBDS, showing loads and reactions. OPEN 12' B7 C2 B3

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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**Problem #2**

For the floor framing in the figure, assume a dead load of 50 psf and a live load of 50 psf and neglect the own weight of the structural members.

a. Draw the load flow diagram for column C2
b. Determine the force from beam B3 acting on beam B7. Draw all necessary FBDs, showing loads and reactions.

**Diagram Description:**

The figure represents a floor framing layout with the following elements:

- Column C2 is located at the bottom right corner.
- The framing includes Beams B1, B2, B3, B4, B5, B6, and B7.
- The dimensions of the framing are provided:
  - The width of the entire layout is 10 feet.
  - Beam B5 divides the width into segments of 6 feet and 4 feet.
  - Beam B6 runs parallel to Beam B5, dividing a 12 ft segment into 6 ft segments.
  - The height of the layout from top to bottom is 12 feet for the right segment.
  - Beam B2 and B4 span vertically, dividing the upper right section into three segments (4, 6, and 6 feet).
  - There is an opening in the layout near the center.
  - Beam B7 runs horizontally below the opening.

With these provided measurements and information, you are tasked to follow steps (a) and (b) stated above:

1. **Draw the load flow diagram for column C2** to show how the loads are transferred to this column.
2. **Determine the force from beam B3 acting on beam B7**, considering both dead and live loads. Include all necessary Free Body Diagrams (FBDs) showing loads and reactions for your calculations.
Transcribed Image Text:**Problem #2** For the floor framing in the figure, assume a dead load of 50 psf and a live load of 50 psf and neglect the own weight of the structural members. a. Draw the load flow diagram for column C2 b. Determine the force from beam B3 acting on beam B7. Draw all necessary FBDs, showing loads and reactions. **Diagram Description:** The figure represents a floor framing layout with the following elements: - Column C2 is located at the bottom right corner. - The framing includes Beams B1, B2, B3, B4, B5, B6, and B7. - The dimensions of the framing are provided: - The width of the entire layout is 10 feet. - Beam B5 divides the width into segments of 6 feet and 4 feet. - Beam B6 runs parallel to Beam B5, dividing a 12 ft segment into 6 ft segments. - The height of the layout from top to bottom is 12 feet for the right segment. - Beam B2 and B4 span vertically, dividing the upper right section into three segments (4, 6, and 6 feet). - There is an opening in the layout near the center. - Beam B7 runs horizontally below the opening. With these provided measurements and information, you are tasked to follow steps (a) and (b) stated above: 1. **Draw the load flow diagram for column C2** to show how the loads are transferred to this column. 2. **Determine the force from beam B3 acting on beam B7**, considering both dead and live loads. Include all necessary Free Body Diagrams (FBDs) showing loads and reactions for your calculations.
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