# Solution Breakdown: RecrBeam Calculator This document details the **RecrBeam Calculator**, a software solution designed to solve the concrete beam design problem described in **Example 4-1**. It bridges the gap between the theoretical engineering calculations and the Python-based application mechanics. --- ## 1. Theoretical Foundation (Example 4-1) The core engineering problem is to calculate the **Nominal Moment Strength ($M_n$)** of a singly reinforced concrete beam. ### Problem Statement Given a rectangular beam with the following properties: * **Dimensions**: Width ($b$) = 12 in, Total Height ($h$) = 20 in. * **Effective Depth**: $d \approx 17.5$ in (Derived from $h - 2.5$). * **Materials**: * Concrete Strength ($f'_c$) = 4000 psi. * Steel Yield Strength ($f_y$) = 60000 psi. * **Reinforcement**: 4 No. 8 bars. * Area of one No. 8 bar = 0.79 in². * Total Area ($A_s$) = $4 \times 0.79 = 3.16$ in². **Goal**: Calculate $M_n$ and verify $A_s > A_{s,min}$. ### Manual Calculation Steps #### Step 1: Verify Minimum Steel The code requires $A_s$ to exceed $A_{s,min}$. $$ \rho_{min} = \max\left( \frac{3\sqrt{f'_c}}{f_y}, \frac{200}{f_y} \right) $$ * $\frac{3\sqrt{4000}}{60000} \approx 0.00316$ * $\frac{200}{60000} \approx 0.00333$ (Governs) $$ A_{s,min} = \rho_{min} \cdot b \cdot d = 0.00333 \cdot 12 \cdot 17.5 = 0.70 \text{ in}^2 $$ **Result**: $3.16 > 0.70$ (OK). #### Step 2: Calculate Depth of Stress Block ($a$) $$ a = \frac{A_s f_y}{0.85 f'_c b} $$ $$ a = \frac{3.16 \cdot 60000}{0.85 \cdot 4000 \cdot 12} = \frac{189,600}{40,800} \approx 4.647 \text{ in} $$ #### Step 3: Calculate Nominal Moment ($M_n$) $$ M_n = A_s f_y \left( d - \frac{a}{2} \right) $$ * Lever Arm: $d - a/2 = 17.5 - 2.3235 = 15.1765$ in. * $M_n = 189,600 \text{ lb} \cdot 15.1765 \text{ in} = 2,877,464 \text{ lb-in}$ * Convert to k-ft: $2,877,464 / 12 / 1000 \approx \textbf{239.79 k-ft}$ --- ## 2. Application Mechanics The software implementation automates the above logic using Python. ### Core Logic: `calculator.py` The `RectangularBeam` class mimics the manual steps. ```python class RectangularBeam: def calculate_mn(self): # 1. Compute 'a' (Matches Step 2 above) # a = (As * fy) / (0.85 * fc * b) a = (self.As * self.fy) / (0.85 * self.fc * self.b) # 2. Compute Nominal Moment Mn (Matches Step 3 above) # Mn = As * fy * (d - a/2) Mn_force = self.As * self.fy arm = self.d - (a / 2) Mn_kin = Mn_force * arm # ... Conversions to k-ft ``` ### Validation: `test_calculator.py` The unit test acts as proof that the software aligns with the theory. It explicitly uses the Example 4-1 values as the "Golden Record". ```python def test_example_4_19a(self): # Inputs from Example 4-1 beam = RectangularBeam( width=12.0, effective_depth=17.5, f_c=4000.0, f_y=60000.0, rebar_area=3.16 ) results = beam.calculate_mn() # Assert correctness within tolerance self.assertAlmostEqual(results['a'], 4.647, delta=0.01) self.assertAlmostEqual(results['Mn_kft'], 239.79, delta=0.5) ``` ### User Interface: `app.py` The Streamlit app provides an interactive layer: * **Inputs**: Sidebar allows modifying $b, h, f'_c, f_y$ and bar sizes. * **Visualization**: Uses `matplotlib` to draw the cross-section (showing $b, h, d$ and rebar placement). * **Math Rendering**: Uses `st.latex` to display the equations dynamically, showing students exactly how inputs flow into the formula. ```python st.latex(fr"M_n = {As_total:.2f} \cdot {fy} \left({d:.2f} - \frac{{{results['a']:.3f}}}{{2}}\right)") ``` ### Data Resilience: `db_manager.py` * **History**: Every calculation can be saved to a local SQLite database (`beam_calc.db`). * **Persistence**: Enables review of past design iterations. --- ## 3. Conclusion The **RecrBeam Calculator** is a faithful digital twin of the manual engineering process defined in ACI 318. * **Input**: Manual engineering parameters. * **Process**: Standard Whitney Stress Block methodology (`calculator.py`). * **Output**: Verified against text book examples (`test_calculator.py`).