# Left end free, right end fixed (cantilever) for concentrated intermediate load

## Values for calculation

## Calculation

### Vertical end reactions $ R_A $

### Reaction end moment $ M_A $

### Angular displacement $ θ_A $

### Deflection $ y_A $

### Vertical end reactions $ R_B $

### Reaction end moment $ M_B $

### Angular displacement $ θ_B $

### Deflection $ y_B $

### Max. moment

### Max. angular displacement

### Max. deflection

### Transverse shear

$\text{if }\ x\le a$### Bending moment

$\text{if }\ x\le a$### Slope

$\text{if }\ x\le a$### Deflection

$\text{if }\ x\le a$**On this page**