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acting applied assumed axial load bars base bending moments bending-moment bolt centroid chord compression compression members compressive stress computed concentrated loads construction couple cover plates cross section dead load deflection determined diagram diameter dimensions distance Douglas Fir elastic equal Equation equilibrium polygon extreme fiber flange angles follows foot force polygon force system formula ft-kips Grade grain hinged horizontal inertia influence line joint loads Joists kips lb per sq length live load located lumber magnitude material modulus of elasticity neutral axis obtained panel parallel plane plate girder pounds per square pressure produce maximum ratio reaction Reinforced Concrete resistance resultant rivet roof truss safe load shear stress shown in Fig simply supported slab spacing span Specifications Standard statical statically indeterminate stiffeners strength strength of materials structural steel tensile stress thickness timber tion total load Typical uniform load voussoir wall weight width