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Page 46
... given in Sec- tion 7.6 . Allowable stresses are given in a separate Table A.2.5 . for the various U.S. commercial species . The following are listed : 1 ) ex- treme fiber in bending , F ; 2 ) tension parallel to grain , Ft ; 3 ...
... given in Sec- tion 7.6 . Allowable stresses are given in a separate Table A.2.5 . for the various U.S. commercial species . The following are listed : 1 ) ex- treme fiber in bending , F ; 2 ) tension parallel to grain , Ft ; 3 ...
Page 206
... given over a width equal to that of the web ; partial support , see Eq . 7.25 , is given over a width equal to bb ' , where b is the width of the flange , and b ' is the width of the web . Let the relative thickness of the web be given ...
... given over a width equal to that of the web ; partial support , see Eq . 7.25 , is given over a width equal to bb ' , where b is the width of the flange , and b ' is the width of the web . Let the relative thickness of the web be given ...
Page 276
... given by the smallest of : 1. The sum of the products of Fc , as given by Eqs . 8.10 , times the cross - sectional area of each individual leaf . 2. The capacity of a solid column bending about axis x - x , see Fig . 8.8 , as given by ...
... given by the smallest of : 1. The sum of the products of Fc , as given by Eqs . 8.10 , times the cross - sectional area of each individual leaf . 2. The capacity of a solid column bending about axis x - x , see Fig . 8.8 , as given by ...
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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