 | Theodore Cooper - Bridges - 1890 - 232 pages
...joints with planed faces must be placed as close to the panel points as is practicable, and the joints must be spliced on all sides with at least two rows of closely pitched rivets on each side of the joint. Joints in long posts must be fully spliced. Abutting... | |
 | Frank Woodward Skinner - Bridges - 1906 - 430 pages
...strength of the net section of the web, the main splice plates extending from flange to flange, and having at least two rows of rivets on each side of the joint. In addition to these, each flange shall be spliced by two cover plates outside of the vertical legs... | |
 | Theodore Cooper - 1906 - 116 pages
...joints with planed faces must be placed as close to the panel points as is practicable, and the joints must be spliced on all sides with at least two rows of closely pitched rivets on each side of the joint. Joints in long posts must be fully spliced. 70. In... | |
 | John Christian Ostrup - Reinforced concrete - 1910 - 120 pages
...in no case exceed 4£ in. The vertical web splice shall, where no horizontal plates are used, have at least two rows of rivets on each side of the joint with the above maximum pitch. 172. Edge Distance. (See Par. 140.) 173. Bearings. (See Par. 151.) 174.... | |
 | Milo Smith Ketchum - Bridges, Iron and steel - 1914 - 958 pages
...of the unsupported portion of the member is to be considered the effective length. 102. Splices. — In compression members joints with abutting faces...with abutting faces not planed must be fully spliced. 103. Splices. — Joints in tension members shall be fully spliced. 104. Tension Members. — Tension... | |
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1918
...of the unsupported portion of the member is to be considered the effective length. 102. Splices. — In compression members joints with abutting faces...be spliced on all sides with at least two rows of rivet» on each side of the joint. Joints with abutting faces not planed must be fully spliced. 103.... | |
 | Milo Smith Ketchum - Bridges - 1920 - 592 pages
...in. and over. Lacing bars with two rivets shall be used for flanges over 5 in. wide. 73. Splices. — In compression members joints with abutting faces...of the joint. Joints with abutting faces not planed shall be fully spliced. Joints in tension members shall be fully spliced. 74. Pin Plates. — Where... | |
 | Milo Smith Ketchum - Bridges, Iron and steel - 1924 - 1112 pages
...plate. 112. Splices. — In compression members joints with abutting faces planed shall be placed aa near the panel points as possible, and must be spliced...with abutting faces not planed must be fully spliced. 113. Splices. — Joints in tension members shall be fully spliced. 114. Tension Members. — Tension... | |
 | Milo Smith Ketchum - Bridges, Iron and steel - 1924 - 1102 pages
...plate. 112. Splices. — In compression members joints with abutting faces planed shall be placed aa near the panel points as possible, and must be spliced on all sides with at least two rows of rivd> on each side of the joint. Joints with abutting faces not planed must be fully spliced. 113.... | |
 | Agriculture - 1928 - 1212 pages
...each side. The splice shall be equal in strength to the web in both shear and moment. There shall be at least two rows of rivets on each side of the joint. Plate girders shall have stiff ener angles over enden^End stiflbearings, the outstanding legs of which... | |
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In compression members joints with abutting faces planed shall be placed as near the panel points as possible, and must be spliced on all sides with at least two rows of rivets on each side of the joint. Joints with abutting faces not planed must be fully... 