Introduction to Wood Design: A Learning Guide to Complement the Wood Design Manual |
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Page 6-12
... Typical nail - laminated lumber beam ( not considered as glulam even when glued ) FIGURE 6.6 Glulam manufacture ... Typical glulam timber beam bow so that the amount of deflection under service loads is reduced . A typical camber is 2 to ...
... Typical nail - laminated lumber beam ( not considered as glulam even when glued ) FIGURE 6.6 Glulam manufacture ... Typical glulam timber beam bow so that the amount of deflection under service loads is reduced . A typical camber is 2 to ...
Page 6-16
... Typically , SCL has three times the bending strength of a similar size piece of lumber and is about 30 % stiffer ... Typical sizes for PSL are shown in Table 6.10 ( Pg 6-40 ) . Both products are manufactured using exterior waterproof ...
... Typically , SCL has three times the bending strength of a similar size piece of lumber and is about 30 % stiffer ... Typical sizes for PSL are shown in Table 6.10 ( Pg 6-40 ) . Both products are manufactured using exterior waterproof ...
Page 11-39
... typical lag screw joint is shown in Figure 11.19 . Lag screws are normally available in imperial sizes . Typical sizes range from 3 " to 12 " in length and from 1/4 " to 1 " in diameter . The availability of long lengths should be ...
... typical lag screw joint is shown in Figure 11.19 . Lag screws are normally available in imperial sizes . Typical sizes range from 3 " to 12 " in length and from 1/4 " to 1 " in diameter . The availability of long lengths should be ...
Common terms and phrases
applications bending members bolts building calculated Canadian centre Check chord columns compression compression member connection connector construction dead load decking deflection depth diameter distribution Douglas fir drift pin edge distance effect Factored lateral factored load fasteners Figure floor glulam rivet joint joists K₁ kN/m kN⚫m lag screws laminations lateral loads lateral resistance lateral strength resistance length limit Limit States Design live load load duration lumber sheathing M₁ manufactured material moisture content nails NBCC P₁ panel parallel strand lumber parallel to grain perpendicular to grain plywood post and beam purlins sawn timber shear force shear plates shear resistance shearwalls and diaphragms shrinkage snow load spacing span species specified strength split rings Standard steel structural tension thickness tongue and groove truss plate V₁ values W₁ waferboard WDM Pg width wind load Wood Design Manual wood I-joists wood member wood products