## Strength of materials |

### From inside the book

Results 1-3 of 93

Page 222

A simple

occurs at x = V(L2 - ^)/3. L ii B i i Figure P-659 660. A simply supported

loaded ...

A simple

**beam**supports a concentrated load placed anywhere on the span, as**shown**in Fig. P-659. Measuring x from A, show that the maximum deflectionoccurs at x = V(L2 - ^)/3. L ii B i i Figure P-659 660. A simply supported

**beam**isloaded ...

Page 239

Determine the value of EI5 at the left end of the

P-688 400 N/m mnnmnnD -2 m »t- 2 m- -2 m 689. The

has a rectangular cross section 4 in. wide by 8 in. deep. Compute the value of ...

Determine the value of EI5 at the left end of the

**beam shown**in Fig. P-688. FigureP-688 400 N/m mnnmnnD -2 m »t- 2 m- -2 m 689. The

**beam shown**in Fig. P-689has a rectangular cross section 4 in. wide by 8 in. deep. Compute the value of ...

Page 290

Compute the moments over the supports for the

then draw the shear diagram. 4000 lb 500 lb/ft Figure P-845 [»6 ft* ^-10 ft -4*—

10 ft— lM L-_*=-6ft-- 10 ft — I V3 ' 4ft V, 50 lb/ft 60 lb/ft> □HP l^rrTl Figure P-846 ...

Compute the moments over the supports for the

**beam shown**in Fig. P-845 andthen draw the shear diagram. 4000 lb 500 lb/ft Figure P-845 [»6 ft* ^-10 ft -4*—

10 ft— lM L-_*=-6ft-- 10 ft — I V3 ' 4ft V, 50 lb/ft 60 lb/ft> □HP l^rrTl Figure P-846 ...

### What people are saying - Write a review

We haven't found any reviews in the usual places.

### Common terms and phrases

allowable stresses aluminum angle area-moment assumed axes axial load beam in Fig beam loaded beam shown bending bolts cantilever beam caused centroid column components compressive stress Compute the maximum concentrated load connector cross section deformations Determine the maximum diameter elastic curve element end moments equal equivalent Euler's formula factor of safety fibers Figure flange flexure formula free-body diagram Hence Hooke's law horizontal Illustrative Problem kips lb/ft length loaded as shown main plate maximum shearing stress maximum stress method midspan deflection Mohr's circle moments of inertia neutral axis obtain plane plastic positive product of inertia proportional limit radius reaction rectangular resisting resultant rivet rotation segment shaft shear center shear diagram shearing force shown in Fig slope Solution span static steel strain tensile stress thickness three-moment equation torque torsional U.S. Customary Units uniformly distributed load vertical shear weld zero