# Triangular Load

## Solution to Problem 620 | Double Integration Method

**Problem 620**

Find the midspan deflection δ for the beam shown in Fig. P-620, carrying two triangularly distributed loads. (*Hint:* For convenience, select the origin of the axes at the midspan position of the elastic curve.)

## Solution to Problem 608 | Double Integration Method

**Problem 608**

Find the equation of the elastic curve for the cantilever beam shown in Fig. P-608; it carries a load that varies from zero at the wall to w_{o} at the free end. Take the origin at the wall.

## Solution to Problem 587 | Design for Flexure and Shear

**Problem 587**

A beam carries two concentrated loads P and triangular load of 3P as shown in Fig. P-587. The beam section is the same as that in Fig. P-577 on this page. Determine the safe value of P if f_{b} ≤ 1200 psi and f_{v} ≤ 200 psi.

## Solution to Problem 503 | Flexure Formula

## Solution to Problem 444 | Relationship Between Load, Shear, and Moment

**Problem 444**

Beam loaded as shown in Fig. P-444.

## Solution to Problem 443 | Relationship Between Load, Shear, and Moment

**Problem 443**

Beam carrying the triangular loads shown in Fig. P-443.

## Solution to Problem 442 | Relationship Between Load, Shear, and Moment

**Problem 442**

Beam carrying the uniformly varying load shown in Fig. P-442.

## Solution to Problem 419 | Shear and Moment Diagrams

**Problem 419**

Beam loaded as shown in Fig. P-419.