Mechanics of engineeringComprising statics and dynamics of solids: and the mechanics of the materials of constructions, or strength and elasticity of beams, columns, arches, shafts, etc . Fig. 318. Solid least Square h. Thin Kectangular least Circular = Circular diam. = of Equalribs V=±h> h2 ¥= Fig. 317(a).Fig. 317 (6).Fig. 317(c).Fig. 317(d).Fig. 317 (e). Jc2=^d?Fig. 317 (/) ¥=!.¥ ¥=Ld? 16 h+3b 12 h+b 378 MECHANICS OF ENGINEERING, Fig. 318 (a). ¥= b2h2 12(62+A2)Fig. 318 (b). ¥=!¥ ¥ Fig. 3

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Mechanics of engineeringComprising statics and dynamics of solids: and the mechanics of the materials of constructions, or strength and elasticity of beams, columns, arches, shafts, etc . Fig. 318. Solid least Square h. Thin Kectangular least Circular = Circular diam. = of Equalribs V=±h> h2 ¥= Fig. 317(a).Fig. 317 (6).Fig. 317(c).Fig. 317(d).Fig. 317 (e). Jc2=^d?Fig. 317 (/) ¥=!.¥ ¥=Ld? 16 h+3b 12 h+b 378 MECHANICS OF ENGINEERING, Fig. 318 (a). ¥= b2h2 12(62+A2)Fig. 318 (b). ¥=!¥ ¥ Fig. 318 (c). ¥= — Angle-Iron of unequal of equal as a area of web =B. both flanges =A. Channel Fig. 3i8(d). F=^2 [_ Iron. & v y |_12 (^+#) 4 (^+5)2J Let area of web =5; of flanges =A (both), h extendsfrom edge of flange to middle of web. 12 A+B AB I.

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Keywords: ., bookcentury1800, bookdecade1880, booksubjectenginee, bookyear1888