Sixth. Stresses due to Erection of Suspended Span and caused by the Dead Load.

Seventh. Stresses due to Erection of Suspended Span and caused by the Wind Load.

Eighth. Stresses due to Dead Load on Cantilever-arm.

Ninth. Stresses due to Live Load on Cantilever-arm.

Tenth. Stresses due to Impact Load on Cantilever-arm.

Eleventh. Stresses due to Wind Load on Cantilever-arm.

Twelfth. Stresses due to Dead Load on Anchor-arm.

Thirteenth. Stresses due to Live Load on Anchor-arm.

Fourteenth. Stresses due to Impact Load on Anchor-arm.

Fifteenth. Stresses due to Wind Load on Anchor-arm.

Sixteenth. Stresses due to Transferred Load on Anchor-arm.

STRESSES IN MAIN CENTRAL SPANS.

CHORD STRESSES.

First. Stresses clue to Dead Load from both Suspended Spans and Adjacent Cantilever-arms.

Second. Stresses due to Live Load covering both Suspended Spans and Adjacent Cantilever-arms.

Third. Stresses due to Impact for the latter case.

Fourth. Stresses due to Wind Load on both Suspended Spans and both Adjacent Cantilever-arms.

Fifth. Stresses due to Transferred Load on both Suspended spans.

Sixth. Stresses due to Dead Load on Main Central Span.

Seventh. Stresses clue to Live Load on Main Central Span.

Eighth. Stresses due to Impact Load on Main Central Span.

Ninth. Stresses due to Wind Load on Main Central Span.

Tenth. Stresses due to Transferred Load on Main Central Span.

WEB STRESSES.

First. Stresses due to Dead Load on both Suspended Spans and both Cantilever-arms. These will be zero for a symmetrical structure.

Second. Stresses due to Live Load on one Cantilever-arm and one adjoining Suspended Span.