598 CAMBRIA STEEL. 



PAGE 



MINIMUM spans for beams and channels due to web crippling 94-97 



with standard angle connections 58, 59 



channels with standard angle connections 56, 57 



MINNEAPOLIS, extracts from building laws of 328-349 



MINUTES and seconds expressed as decimals of a degree 557 



MODULI, Section, for beams, explanation of 176 



" latticed channel columns 231 



" plate and angle columns 226-228 



" channel columns 236-242 



" various sections, formulae for 169175 



MOISTURE classification of wooden structures 407, 408 



MOMENTS, bending, for beams of uniform section 162-165 



of inertia, formula for standard sections 166, 167 



" " various sections 169-175 



of latticed channel columns, tables of 231 



" plate and angle columns, tables of 226-228 



" plate and channel columns, tables of 236-242 



" rectangles, explanation of tables of 178 



tables of 210-213 



NAILS, standard cut wire and miscellaneous, tables of 386-389 



NATURAL sines, cosecants, tangents, etc 516-522 



NAUTICAL measure 559 



NEWARK, extracts from building laws of 328-349 



NEW HAVEN " 328-349 



NEW ORLEANS," " " "" 328-349 



NEW YORK, " . . , . . 328-349 



NUTS and bolts 362-367 



dimensions of pin and pilot 382 



" right and left , t 379 



square and hexagon, Franklin Institute standard 362-365 



" Manufacturers' standard 370, 371 



PARTITIONS, weights and dimensions of porous terra-cotta and hollow 



brick for 69 



PHILADELPHIA, extracts from building laws of 328-349 



Pi, T, numerical combinations of 548, 549 



PILES, wooden, safe loads and sizes for 



PILOT nuts, bridge pins and pin nuts, dimensions of 



PIN plates, table of bearing values of 359 



PINS and rivets, explanation of tables of 



dimensions of bridge 382 



" - ". lateral 383 



table of maximum bending moments on 360, 361 



PIPE, weights, dimensions and properties of standard 390-392 



PITTSBURGH, extracts from building laws of 328-349 



PLATE and angle columns, safe loads for, notes on 222 



tables of dimensions of 224, 225 



" " moments of inertia and section 



moduli of 226-228 



" safe loads for 248-267 



channel " " dimensions of 232-235 



". " moments of inertia and section 



moduli of 236-242 



" " safe loads for, series A 274-287 



" B 288-301 



girders, explanations of tables of safe loads for 305 



safe loads for, tables of 317-326 



" stiffener angles and rivet spacing for, notes on 305 



PLATES and sheets of steel, iron, copper and brass, weights of 436, 437 



bearing, for I-beams and channels, table of 



" " shapes used as beams, notes on 



buckle, dimensions of 



circular, limiting sizes of 36, 37 



weights of 464-467 



edged, dimensions of 37 



pin, table of bearing values of 359 



