Wood Engineering |
Other editions - View all
Common terms and phrases
action actual addition allowable stresses angle applied assumed axis beam bearing bending bolt bridge building capacity checked column combination composite compression compressive stress concrete connection connectors considered Construction continuous curve deck deflection depth determined diagram diameter direct distance distribution edge effects elasticity equal example face factor fiber Figure flange force girder given glued-laminated grade grain Group horizontal inches increased interior joints laminations lateral length less limit load lumber material maximum midspan modulus moisture content moment nails necessary normal obtained occurs panel parallel to grain percent perpendicular Pine plates plywood Products properties ratio respectively roof Select Structural shear shear stress shown in Fig side spacing span species Standard steel strain strength stringers Structural subjected surface Table tension tests thickness Timber tion trusses ultimate unit values various vertical width wood