# Two Member Frame - Fixed/Fixed Top Uniformly Distributed Load

Written by Jerry Ratzlaff on . Posted in Structural

## Two Member Frame - Fixed/Fixed Top Uniformly Distributed Load formulas

 $$\large{ e = \frac{h}{L} }$$ $$\large{ \beta = \frac{I_h}{I_v} }$$ $$\large{ R_A = \frac{w\;L}{8} \; \left( \frac{ 3\;\beta\;e \;+\; 4 }{ \beta\;e \;+\; 1 } \right) }$$ $$\large{ R_C = \frac{w\;L}{8} \; \left( \frac{ 5\;\beta\;e \;+\; 4 }{ \beta\;e \;+\; 1 } \right) }$$ $$\large{ H_A = H_C = \frac{ w\;L^2 }{ 8\;h\; \left( \beta\;e \;+\; 1 \right) } }$$ $$\large{ M_A = \frac{ w\;L^2 }{ 24\;h\; \left( \beta\;e \;+\; 1 \right) } }$$ $$\large{ M_B = \frac{ w\;L^2 }{ 12\;h\; \left( \beta\;e \;+\; 1 \right) } }$$ $$\large{ M_C = \frac{w\;L^2}{24} \; \left( \frac{ 3\;\beta\;e \;+\; 2 }{ \beta\;e \;+\; 1 } \right) }$$

### Where:

$$\large{ h }$$ = height of frame

$$\large{ H }$$ =  horizontal reaction load at bearing point

$$\large{ M }$$ = maximum bending moment

$$\large{ A, B, C }$$ = points of intersection on frame

$$\large{ R }$$ = reaction load at bearing point

$$\large{ I }$$ = second moment of area (moment of inertia)

$$\large{ I_h }$$ = horizontal second moment of area (moment of inertia)

$$\large{ I_v }$$ = vertical second moment of area (moment of inertia)

$$\large{ L }$$ = span length of the bending member