the several spans of a cantilever bridge should be figured; so such a tabulation is herewith presented.

STRESSES IN SUSPENDED SPAN.

First. Dead-load Stresses.

Second. Live-load Stresses.

Third. Impact-load Stresses.

Fourth. Direct Wind-load Stresses.

Fifth. Transferred-load Stresses.

Sixth. Erection Stresses from Dead Load.

Seventh. Erection Stresses from Wind Load.

STRESSES IN CANTILEVER-ARMS.

First. Stresses due to Dead Load on Suspended Span.

Second. Stresses due to Live Load on Suspended Span.

Third. Stresses due to Impact Load on Suspended Span.

Fourth. Stresses due to Wind Load on Suspended Span.

Fifth. Stresses due to Transferred Load on Suspended Span.

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

Seventh. Stresses due to Erection of Suspended Span end 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 Transferred Load on Cantilever arm. This load affects only the main inclined posts over piers.

STRESSES IN ANCHOR-ARMS.

First. Stresses due to Dead Load on Suspended Span.

Second. Stresses due to Live Load on Suspended Span.

Third. Stresses due to Impact Load on Suspended Span.

Fourth. Stresses due to Wind Load on Suspended Span.

Fifth. Stresses due to Transferred Load on Suspended Span.