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0.20 VERTICAL DEFLECTION applied bars base building building system carried Column loads Completion computed concrete connection creep criteria Criterion curve cycles dead deformation Designation direction eccentricity effect evaluation failed failure FIGURE fire walls floor load versus forces frame gages HORIZONTAL TRANSLATION illustrated increments initially inserts interior laboratory lateral load of 1.3D load versus beam load versus translation load versus wall main beam major axis Major floor load materials maximum measured midspan minor axis noted Output Channel performance plans plotted precast components presented racking reinforcement removal represent residual resist shear shown shows simulated south wind load specimens Standards steel story strength sustained test structure tion topping slab ultimate unit versus beam deflection versus wall compression vertical load west wind load wind load versus
Page 2 - In recognition of the position of the United States as a signatory to the General Conference on Weights and Measures, which gave official status to the metric SI system of units in 1960...
Page 19 - ... margin. As a system, it exhibited strength and stiffness in excess of service and ultimate load requirements. (2) The walls of the system behaved as an integral part of the structure. They provided most of the stiffness of the system with respect to lateral loads, and provided a significant portion of the stiffness against vertical loads.