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Page 189
... Bending of a member of infinitesimal length , ds , is shown in Fig . 7.1a . The preceding assumptions lead to the strain and stress dis- tributions shown in Figs . 7.1b and c , respectively . Integration of in- finitesimal moments fydA ...
... Bending of a member of infinitesimal length , ds , is shown in Fig . 7.1a . The preceding assumptions lead to the strain and stress dis- tributions shown in Figs . 7.1b and c , respectively . Integration of in- finitesimal moments fydA ...
Page 191
... BENDING The principal assumptions made for the inelastic analysis of bending of wood beams are the following : 1 . 2 . 3 . 4 . 5 . Strains are linearly distributed in a section as a result of bending . The relation between stresses and ...
... BENDING The principal assumptions made for the inelastic analysis of bending of wood beams are the following : 1 . 2 . 3 . 4 . 5 . Strains are linearly distributed in a section as a result of bending . The relation between stresses and ...
Page 445
... Bending Parallel Or Perpendicular To The Wide Face Extreme Fiber in Bending Fo When Loaded Table A.3.1 ( Cont . ) 5 : STRUCTURAL GLUED. Allowable Unit Stresses Combination Symbol Number of Laminations Extreme Fiber in Tension Parallel ...
... Bending Parallel Or Perpendicular To The Wide Face Extreme Fiber in Bending Fo When Loaded Table A.3.1 ( Cont . ) 5 : STRUCTURAL GLUED. Allowable Unit Stresses Combination Symbol Number of Laminations Extreme Fiber in Tension Parallel ...
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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