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SIMILARITY OF STRUCTURES
THEORY OF MODEL ANALYSIS
MODELS OF PLANE FRAMEWORKS
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analysis of structures bakelite baseboard beam Beggs bending moments Betti's theorem cantilever celluloid clamping compensating balance concentrated load considered couples creep cross-sectional deflected form deformed shape deformeter described in Chapter dimensional dimensional analysis dimensions due to bending encastre example flexible elements flexural rigidity flexural similarity force system forces and bending horizontal internal displacements introduced jointed building large displacements layout scale factor line of action linear elasticity load applied mathematical analysis member PQ ment metal method model analysis model member model test models of portal modulus mounting Muller-Breslau's principle obtaining influence lines ordinates perspex pins plane frameworks Poisson's ratio portal frames portal frameworks principle of virtual prototype balance prototype due reactions reciprocal theorem represents the influence respectively rotational displacements scale model shown in Fig small displacement statically indeterminate strains system of forces system of loads thick unit load values variables vertical vertical deflection virtual displacements Young's modulus