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The Elastic Deflection Curve of the Beam Under
Principle of Superposition
To the left of the loaded portion
5 other sections not shown
1-inch gage 24-inch spacing 6-inch face beam Fig calculated caul board center two plates CM CM compression cross section determine distributed load drift e"Px(cos px end grain equations 16a experimental curve Experimental pressure variation Figure final calibration curves foil strain gages Forest Products Laboratory four-point loading system full scale beam glue Hetenyi Ieff individual pressure cell inertia interface 6-7 interface numbers interface pressure investigated lead wires loaded portion loss of moisture maximum average stress maximum load maximum spacing microinches modulus of elasticity orthotropic material plate center plot pounds per square pressure blocks pressure cell stressed pressure clamps pressure distribution pressure intensity reaction forces Resorcinol scale beam test section 6 inches seven laminations shear short beams single plate loading spherical bearing springwood square inch SR-4 foil strain stress of 200 stress-strain stress-strain curves thesis U. S. Forest Products unit length University of Wisconsin width wood beam