# Three Span Continuous Beam - Equal Spans, Uniform Load on Two Spans to One Side

Written by Jerry Ratzlaff on . Posted in Structural

### Three Span Continuous Beam - Equal Spans, Uniform Load on Two Spans to One Side Formula

$$\large{ R_1 = V_1 = 0.383wL }$$

$$\large{ R_2 = 1.200wL }$$

$$\large{ R_3 = 0.450wL }$$

$$\large{ R_4 = -0.033wL }$$

$$\large{ V_{2_1} = 0.583wL }$$

$$\large{ V_{2_2} = 0.617wL }$$

$$\large{ V_{3_1} = V_4 = 0.033wL }$$

$$\large{ V_{3_2} = 0.417wL }$$

$$\large{ M_1 \; }$$ at  $$\large{ \left( x = 0.383L \right) \; }$$ from  $$\large{ \left( R_1 \right) \; = 0.0735wL^2 }$$

$$\large{ M_2 \; }$$ at  $$\large{ \left( x = 0.538L \right) \; }$$ from  $$\large{ \left( R_2 \right) \; = 0.0534wL^2 }$$

$$\large{ M_3 \; }$$  at  $$\large{ \left( R_3 \right) = 0.0333wL^2 }$$

$$\large{ \Delta_{max} \; }$$ at  $$\large{ \left( 0.430L \right) \; }$$ from  $$\large{ \left( R_1 \right) \; = \frac{0.0059wL^4}{\lambda I} }$$

Where:

$$\large{ I }$$ = moment of inertia

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

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

$$\large{ P }$$ = total concentrated load

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

$$\large{ V }$$ = shear force

$$\large{ w }$$ = load per unit length

$$\large{ W }$$ = total load from a uniform distribution

$$\large{ x }$$ = horizontal distance from reaction to point on beam

$$\large{ \lambda }$$   (Greek symbol lambda) = modulus of elasticity

$$\large{ \Delta }$$ = deflection or deformation