Properties of Steel Sections; a Reference book for Structural Engineers And Architects, Including Tables of Moments of Inertia And Radii of Gyration of Built Sections, Examples of Sections Selected From Monumental Structures, Unit Stresses, Safe Loads for

Cover Properties of Steel Sections; a Reference book for Structural Engineers And Architects, Including Tables of Moments of Inertia And Radii of Gyration of Built Sections, Examples of Sections Selected From Monumental Structures, Unit Stresses, Safe Loads for
Properties of Steel Sections; a Reference book for Structural Engineers And Architects, Including Tables of Moments of Inertia And Radii of Gyration of Built Sections, Examples of Sections Selected From Monumental Structures, Unit Stresses, Safe Loads for
John Calvart Sample
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To quickly assess the difficulty of the text, read a short excerpt:

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Weight.
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I r I r I r 7X3ix } 99.6 29.24 266.85 3.02 334-12 3.38 553-71 4-35 xtt 92.0 27.00 249.83 3-04 312.35 3-40 516.20 4-37 X 8 84.0 24.68 233-00 3-07 290.70 3-43 478-52 4.40 xA 76.0 22.36 214.03 3.09 266.64 3-45 437-70 4-42 X i 68.0 20.00 194.06 3-12 241.42 3-47 395-22 4-45 . xA 6x4 X i 60.0 94-4 17.60 27.76 174.20 3-iS 216.28 3-51 352-68 4-48 8}" b. to b.
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313-68 293.36 273-12 250.61 227.00 203.38 177.81 3.36 3-38 3-41 3-43 3-46 3-49 3-51 488.93 456-12 4
...23.15 387-30 349-95 312.45 272.51 4.20 4.22 4.25 4-27 4-29 4-32 4-34 x« 87.2 25.64 xi 80.0 23.44 xA 72.4 21.24 X } 64.8 19.00 xA 57.2 16.72 5X3iX } 49.2 67.2 14.44 19.68 7i" b. to b.
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173.61 2-97 217.71 3-33 362.35 4-29 xA 60.8 17.88 159-99 2-99 200.32 3-35 332.45 4-31 X i 54.4 16.00 145-25 3-OI 181.58 3-37 300.46 4-33 xA 48.0 14.12 130-83 3-04 163.20 3-40 268.96 436 X i 41.6 12.20 114.62 3-07 142.77 3-42 234-64 4-39 xA 4x3 xA 34.8 49.2 10.24 14.48 97-59 3-09 121.38 3-44 198.90 4.41 6i" b.


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