LIVE LOADS.

See Specifications for Highway Bridges; and, for the manner of applying live loads to draw-spans, see Specifications for Railroad Draw-Spans.

IMPACT-ALLOWANCE LOAD.

See Specifications for Highway Bridges.

DEAD LOAD.

See Specifications for Railroad Structures.

ASSUMED UPLIFT STRESSES.

See Specifications for Railroad Draw-Spans.

The inferior limit of uplift for designing the machinery of light highway drawbridges is to be taken at ten thousand (10,000) pounds at each of the four corners of the span.

WIND LOADS,

See Specifications for Highway Bridges. For method of using the wind loads, see Specifications for Railroad Draw-Spans.

INDIRECT WIND LOAD OR TRANSFERRED LOAD.

See Specifications for Railroad Structures. For method of dealing with this load, see Specifications for Railroad Draw-Spans.

INTENSITIES OF WORKING-STRESSES.

See Specifications for Railroad Structures.

BEARINGS UPON MASONRY.

See Specifications for Railroad Structures.

REVERSING STRESSES.

See Specifications for Railroad Structures.

NET SECTION.

See Specifications for Railroad Structures.