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DESIGN OF EXPERIMENTS
DESIGN OF TEST APPARATUS
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1.20 Deflection analytical applied load axial load beam and column beam ends beam yielding BEAM-COLUMN SUBASSEMBLAGES behavior of Test bridge circuit column center column stiffness Compression Members compressive load cross section curvature deflection gauges Deflection Relations deviation from linearity eccentric load effect of beam elastic end moment curve end rotation Experiment Theory 0.00 experimental Figure 12 Figure 20 frame type Galambos gauge readings horizontal inches joint rotation Ketter Lehigh Test Lehigh University Load and Deflection Load and Rotation load frame load level load system Load-Deflection Relations Load-Moment Relations Load-Rotation Relations loaded column measure modulus of elasticity Moment-Rotation Relations Numerical Analysis parameters planar pressure gauges Proceedings ASCE proportionate loading residual stresses restraining beam Rotation Relations Test Short Column Test slenderness ratio SR4 gauges Structural Division tangent modulus Test Apparatus test frame test results University of Delaware unsymmetric vertical deflection welded wheatstone bridge wide flange yield stress