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Building Design and Construction Handbook - Merritt - Ventech!

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Index Terms Links<br />

Connections: cont.<br />

steel:<br />

design drawings for 7.91<br />

design method for 7.90 7.91<br />

moment (see rigid beam; semirigid<br />

beam; wind, below)<br />

one-sided 7.108 7.109<br />

rigid beam 5.98 7.38 7.39 7.109<br />

erection seats for 7.112<br />

semirigid beam 7.108 7.110 7.111<br />

skewed 7.108<br />

sp<strong>and</strong>rel beam 7.108 7.109<br />

with threaded rods 7.92 7.93<br />

wind 5.98 7.45 7.91 7.111<br />

shear (simple) beam 7.110 7.111<br />

welded:<br />

with bolts or rivets 7.91 7.120 7.121<br />

eccentrically loaded 7.101<br />

end-plate 7.107 7.108<br />

framed beam 7.103 7.104<br />

load capacity of 7.93<br />

moment-resisting 7.43 7.109<br />

of cold-formed shapes (see Cold-formed<br />

shapes, welding of)<br />

seated beam (See also Welding, Welds) 7.104<br />

wind<br />

wood:<br />

3.7<br />

beam-to-column 10.68<br />

beam-to-girder 10.67<br />

beam-to-wall 10.67<br />

bolted 10.59 10.67<br />

column-to-base<br />

design-value adjustments for:<br />

10.69<br />

diaphragm 10.59<br />

end-grain 10.58<br />

fire-retardant 10.59<br />

geometry 10.56<br />

group-action 10.55 10.56<br />

load-duration 10.51 10.54<br />

metal-side-plate 10.58<br />

penetration-depth 10.56 10.57<br />

temperature 10.55 10.56<br />

toenail 10.59<br />

wet service 10.54 10.55<br />

design values for 10.51 10.54<br />

dowel 10.68<br />

glued 10.66<br />

joist-to-beam 10.68<br />

metal hanger 10.66<br />

nailed 10.65 10.66<br />

purlin-to-beam 10.67

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