Standard Specifications for Structural Steel Timber Concrete And Reinforced Co
Standard Specifications for Structural Steel Timber Concrete And Reinforced Co
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Finish. Shearing shall be neatly and accurately done and all portions of the work exposed to view neatly finished with sharp cutting tools, a chisel, or a file. 206. Edge Planing. In all material over -| in. Thick the sheared edges or ends shall be planed at least J in. 207. Finish of Joints. Abutting joints shall be cut or dressed true and straight and fitted close together, especially where open to view. In compression joints, depending on contact bearing, the surfaces shall be truly faced, s...o as to have even bearings after they are riveted up complete and when perfectly aligned. 208. Field Connections. Holes for floor beam and stringer connections shall be sub-punched and reamed according to Par. 212 to a steel templet one inch thick. All other field connections, except those for laterals and sway bracing, shall be assembled in the shop and the unfair holes reamed; and when so reamed the pieces shall be match-marked before being taken apart. 209. Connection Angles. Connection angles for floor beams, stringers, and plate girders shall be flush with each other and correct as to position and length of girder.
What to read after Standard Specifications for Structural Steel Timber Concrete And Reinforced Co?
You can find similar books in the "Read Also" column, or choose other free books by John C John Christian Ostrup to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
Finish. Shearing shall be neatly and accurately done and all portions of the work exposed to view neatly finished with sharp cutting tools, a chisel, or a file. 206. Edge Planing. In all material over -| in. Thick the sheared edges or ends shall be planed at least J in. 207. Finish of Joints. Abutting joints shall be cut or dressed true and straight and fitted close together, especially where open to view. In compression joints, depending on contact bearing, the surfaces shall be truly faced, s...o as to have even bearings after they are riveted up complete and when perfectly aligned. 208. Field Connections. Holes for floor beam and stringer connections shall be sub-punched and reamed according to Par. 212 to a steel templet one inch thick. All other field connections, except those for laterals and sway bracing, shall be assembled in the shop and the unfair holes reamed; and when so reamed the pieces shall be match-marked before being taken apart. 209. Connection Angles. Connection angles for floor beams, stringers, and plate girders shall be flush with each other and correct as to position and length of girder.
What to read after Standard Specifications for Structural Steel Timber Concrete And Reinforced Co?
You can find similar books in the "Read Also" column, or choose other free books by John C John Christian Ostrup to read onlineMoreLess
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