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The Design of Simple Roof-trusses in Wood and SteelBy Malverd Abijah Howe |
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1 | |
2 | |
number of forces, equilibrium, Motion | |
3 | |
5 | |
forces AB, equilibrium polygon, until it cuts | |
7 | |
8 | |
center of gravity, angle ABD, equal the angle |
9 | |
equilibrium polygon, load line, multiplied by H | |
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closing line, pole, horizontal | |
16 | |
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inside stress, piece Aa, stress diagram | |
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25 | |
ULTIMATE STRENGTH, Pin and Square, STRENGTH IN POUNDS | |
28 | |
Pine, safe load, square inch | |
29 | |
SAFE BEARING VALUES, rivets, POUNDS PER SQUARE | |
30 | |
TABLE OF SAFE, SAFE BEARING, Pine | |
31 | |
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Red Fir, Factor of safety, Red Pine | |
34 | |
outermost fiber, inch-pounds, pocket-books | |
35 | |
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along the rafter, inch-pounds, per linear foot | |
47 | |
apex, vertical load, stress due | |
48 | |
quired, 56 square inches, However | |
51 | |
square inches required, number of square, Tension Members | |
52 | |
57 | |
chord, tooth, Metal | |
60 | |
63 | |
64 | |
66 | |
Large bolts, type of joint, per square inch | |
67 | |
stress, bolster, Wall | |
68 | |
70 | |
angle-block, cast-iron, notch ij | |
74 | |
brace, stress, method | |
75 | |
splice, shearing area, total end bearing | |
77 | |
Fish-plate Splice, vertical rod, bear against | |
79 | |
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ROOF-TRUSS, metal, computed | |
84 | |
87 | |
compression members, rivets, rivet-holes | |
88 | |
2.12 square inches, inches net section, 1.68 square inches | |
89 | |
gusset, number of rivets, L0L2 requires | |
90 | |
91 | |
34 | |
compression members, corbel, radius of gyration | |
93 | |
Sandstone, Zinc, Weight in Lbs | |
95 | |
square of roof, Terra-cotta, CORRUGATED IRON | |
99 | |
Size of Rive, Rive Inches, FLANGES | |
101 | |
RIVETS, Inches, Areas | |
102 | |
Rivet Heads, Diameter of Rivet, ROUND-HEADED | |
103 | |
hexagon, diameter of bolt, Short Diameter Long | |
104 | |
PrCt, DIMENSIONS, TABLE | |
105 | |
2ft 2ft, Diam, eter | |
106 | |
STANDARD I BEAMS, PROPERTIES OF STANDARD, IO IO | |
108 | |
PROPERTIES OF STANDARD, STANDARD CHANNELS, IO IO | |
110 | |
n Modulus, Sq.ln, STANDARD ANGLES | |
112 | |
Radius of Gyration, Moment of Inertia, Centre of Gravity | |
118 | |
LEAST RADII, RADII OF GYRATION, Inch | |
119 | |
Radius of Gyration, Moment of Inertia, Flange | |
121 | |
YELLOW PINE, Size in Inches, Joists | |
123 | |
ooo ooo oooooooo, oooo, oooooooo ooo ooo | |
124 | |
morocco, Strength of Materials, World's Columbian Exposition |
Internet Archive: Details: THE DESIGN OF SIMPLE ROOF-TRUSSES IN ...
THE DESIGN OF SIMPLE ROOF-TRUSSES IN WOOD AND STEEL (1915). Author: MALVERD A. HOWE Book Contributor: CARNEIGE MELON UNIVERSITY Language: English ...
www.archive.org/ details/ designofsimplero004229mbp
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