6-1.2-1 Find longest span for a timber 12x2 carrying a load of 1200#/ft with FV: 175psi, Fb = 1750 E = 1,700,000psi NOMINAL SIZE b d A Sx lx 12X24 11.25 23.00 258.75 991.88 11,406.56

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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### Example Problem: Calculating the Longest Span for a Timber Beam

**Problem Statement:**

Determine the longest span for a timber beam with a nominal size of 12 inches by 24 inches (12X24) that carries a load of 1200 pounds per foot (1200 #/ft). Use the following material properties:
- Shear stress (\( F_v \)) = 175 psi
- Bending stress (\( F_b \)) = 1750 psi
- Modulus of Elasticity (\( E \)) = 1,700,000 psi

**Cross-Sectional Properties:**
Below is a table detailing the dimensions and structural properties of the timber beam:

| NOMINAL SIZE | b (in) | d (in) | A (in²)  | Sx (in³) | Ix (in⁴)   |
|--------------|--------|--------|----------|----------|------------|
| 12X24        | 11.25  | 23.00  | 258.75   | 991.88   | 11,406.56  |

**Table Explanation:**

- **NOMINAL SIZE**: Refers to the specified dimensions of the timber beam in inches.
- **b**: Actual width of the timber beam in inches.
- **d**: Actual depth of the timber beam in inches.
- **A**: Cross-sectional area in square inches.
- **Sx**: Section modulus in cubic inches, which is a geometric property that indicates the strength of a cross-section to resist bending.
- **Ix**: Moment of inertia in fourth power of inches (in⁴), which measures the beam's resistance to deformation under loading.

**Step-by-Step Solution:**

1. **Determine the maximum allowable shear force (V_max):**
   \[
   V_{\text{max}} = F_v \times A
   \]
   \[
   V_{\text{max}} = 175 \, \text{psi} \times 258.75 \, \text{in}^2 = 45,281.25 \, \text{lb}
   \]

2. **Calculate the uniformly distributed load (w) allowed by the shear force:**
   \[
   w = \frac{2 \times V_{\text{max}}}{L}
   \]
   Given:
   \[
   w =
Transcribed Image Text:### Example Problem: Calculating the Longest Span for a Timber Beam **Problem Statement:** Determine the longest span for a timber beam with a nominal size of 12 inches by 24 inches (12X24) that carries a load of 1200 pounds per foot (1200 #/ft). Use the following material properties: - Shear stress (\( F_v \)) = 175 psi - Bending stress (\( F_b \)) = 1750 psi - Modulus of Elasticity (\( E \)) = 1,700,000 psi **Cross-Sectional Properties:** Below is a table detailing the dimensions and structural properties of the timber beam: | NOMINAL SIZE | b (in) | d (in) | A (in²) | Sx (in³) | Ix (in⁴) | |--------------|--------|--------|----------|----------|------------| | 12X24 | 11.25 | 23.00 | 258.75 | 991.88 | 11,406.56 | **Table Explanation:** - **NOMINAL SIZE**: Refers to the specified dimensions of the timber beam in inches. - **b**: Actual width of the timber beam in inches. - **d**: Actual depth of the timber beam in inches. - **A**: Cross-sectional area in square inches. - **Sx**: Section modulus in cubic inches, which is a geometric property that indicates the strength of a cross-section to resist bending. - **Ix**: Moment of inertia in fourth power of inches (in⁴), which measures the beam's resistance to deformation under loading. **Step-by-Step Solution:** 1. **Determine the maximum allowable shear force (V_max):** \[ V_{\text{max}} = F_v \times A \] \[ V_{\text{max}} = 175 \, \text{psi} \times 258.75 \, \text{in}^2 = 45,281.25 \, \text{lb} \] 2. **Calculate the uniformly distributed load (w) allowed by the shear force:** \[ w = \frac{2 \times V_{\text{max}}}{L} \] Given: \[ w =
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