Wharves And Piers Their Design Construction And Equipment
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Roof Covering -5 lag/ <* Cement on / T& 6 Boards Purlins 3 "*/?"- 26 j ctoc Alfernat ~ Splicing Piece axtOx 6-0, . 6 Camber Fig. 108. Wooden Shed Truss, for 70 Foot Wide Pier, N. Y. Dock Co. It has the advantage that the lumber can be obtained in the sizes used of superior quality at a reasonable price. The large amount of wood surface and the spaces between members of the chords of the trusses are objectionable on account of the fire risk. The sides of the shed were made entirely of steel, to comply with a local building law. The trusses are spaced 20 feet apart. A steel truss on similar lines is shown in Fig. 109. A two story pier shed with timber frame recently com- pleted at Seattle, is illustrated in Fig. 110. It was de- signed for a second floor live load of 300 pounds per square foot and 30 pounds dead load. A maximum fibre stress of WHARF AND PIER SHEDS 175 1, 600 pounds was allowed for the timber with 400 pounds per square inch in compression across the grain. A fea- ture is the cast iron caps on the columns which are en- 8x20 Box Sky light- Each Jic/e '\/n d/fernafe Panels /a% Felt ana/ Aspha/f- Ctmertt If 'Dressed Spruce Boards Leaders 40/4parf: Fig.
What to read after Wharves And Piers Their Design Construction And Equipment?
You can find similar books in the "Read Also" column, or choose other free books by Carleton Greene to read online
To quickly assess the difficulty of the text, read a short excerpt:
Roof Covering -5 lag/ <* Cement on / T& 6 Boards Purlins 3 "*/?"- 26 j ctoc Alfernat ~ Splicing Piece axtOx 6-0, . 6 Camber Fig. 108. Wooden Shed Truss, for 70 Foot Wide Pier, N. Y. Dock Co. It has the advantage that the lumber can be obtained in the sizes used of superior quality at a reasonable price. The large amount of wood surface and the spaces between members of the chords of the trusses are objectionable on account of the fire risk. The sides of the shed were made entirely of steel, to comply with a local building law. The trusses are spaced 20 feet apart. A steel truss on similar lines is shown in Fig. 109. A two story pier shed with timber frame recently com- pleted at Seattle, is illustrated in Fig. 110. It was de- signed for a second floor live load of 300 pounds per square foot and 30 pounds dead load. A maximum fibre stress of WHARF AND PIER SHEDS 175 1, 600 pounds was allowed for the timber with 400 pounds per square inch in compression across the grain. A fea- ture is the cast iron caps on the columns which are en- 8x20 Box Sky light- Each Jic/e '\/n d/fernafe Panels /a% Felt ana/ Aspha/f- Ctmertt If 'Dressed Spruce Boards Leaders 40/4parf: Fig.
What to read after Wharves And Piers Their Design Construction And Equipment?
You can find similar books in the "Read Also" column, or choose other free books by Carleton Greene to read online
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