# Uniformly Distributed Load

## Solution to Problem 548 | Unsymmetrical Beams

**Problem 548**

The inverted T section of a 4-m simply supported beam has the properties shown in Fig. P-548. The beam carries a uniformly distributed load of intensity w_{o} over its entire length. Determine *w _{o}* if

*f*≤ 40 MPa and

_{bt}*f*≤ 80 MPa.

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## Solution to Problem 532 | Economic Sections

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## Solution to Problem 517 | Flexure Formula

**Problem 517**

A rectangular steel bar, 15 mm wide by 30 mm high and 6 m long, is simply supported at its ends. If the density of steel is 7850 kg/m^{3}, determine the maximum bending stress caused by the weight of the bar.

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## Solution to Problem 511 | Flexure Formula

**Problem 511**

A simply supported rectangular beam, 2 in wide by 4 in deep, carries a uniformly distributed load of 80 lb/ft over its entire length. What is the maximum length of the beam if the flexural stress is limited to 3000 psi?

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## Solution to Problem 510 | Flexure Formula

**Problem 510**

A 50-mm diameter bar is used as a simply supported beam 3 m long. Determine the largest uniformly distributed load that can be applied over the right two-thirds of the beam if the flexural stress is limited to 50 MPa.

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## Solution to Problem 508 | Flexure Formula

**Problem 508**

Determine the minimum height h of the beam shown in Fig. P-508 if the flexural stress is not to exceed 20 MPa.

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## Solution to Problem 446 | Relationship Between Load, Shear, and Moment

**Problem 446**

Beam loaded and supported as shown in Fig. P-446.

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## Solution to Problem 445 | Relationship Between Load, Shear, and Moment

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## Solution to Problem 439 | Relationship Between Load, Shear, and Moment

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## Solution to Problem 438 | Relationship Between Load, Shear, and Moment

**Problem 438**

The beam loaded as shown in Fig. P-438 consists of two segments joined by a frictionless hinge at which the bending moment is zero.

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