## Problem 871 | Continuous Beam with Spring End-Support

**Problem 871**

The continuous beam in Figure P-871 is supported at its left end by a spring whose constant is 300 lb/in. For the beam, *E* = 1.5 × 10^{6} psi and *I* = 115.2 in.^{4}. Compute the load on the spring and its deflection.

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## Problem 867 | Deflection by Three-Moment Equation

**Problem 867**

For the beam in Figure P-867, compute the value of P that will cause a zero deflection under P.

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## Problem 860 | Deflection by Three-Moment Equation

**Problem 860**

Determine the value of EIδ at the end of the overhang and midway between the supports for the beam shown in Fig. P-860.

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## Problem 851 | Continuous Beams with Fixed Ends

**Problem 851**

Replace the distributed load in Problem 850 by a concentrated load P at the midspan and solve for the moment over the supports.

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## Problem 850 | Continuous Beams with Fixed Ends

**Problem 850**

Determine the moment over the supports for the beam loaded as shown in Fig. P-850.

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## Problem 848 | Continuous Beams with Fixed Ends

**Problem 848**

Determine the support moments and reactions for the beam shown in Fig. P-848.

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## Problem 847 | Continuous Beams with Fixed Ends

**Problem 847**

Compute the moments over the supports and sketch the shear diagram for the continuous beam shown in Fig. P-847.

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