For a slab with overall dimensions of 42 m x 34 m: Choose appropriate locations for the columns. Choose dimensions that allow using the ACI coefficients. The slab may be solid with drop beams (Im wide representative slab strip treated as rectangular, and drop beam treated as T-section). Alternatively, it may be ribbed with hidden beams (ribs treated as T-sections and beams treated as rectangular). Assume all columns are 75 cm x 75 cm. Dead load is that of the slab, in addition to 3cm tiles, 3cm mortar, and 13cm fill. Live load is 0.4 t/m². Add 0.125 t/m² to the live load for partitions.
Design Against Fluctuating Loads
Machine elements are subjected to varieties of loads, some components are subjected to static loads, while some machine components are subjected to fluctuating loads, whose load magnitude tends to fluctuate. The components of a machine, when rotating at a high speed, are subjected to a high degree of load, which fluctuates from a high value to a low value. For the machine elements under the action of static loads, static failure theories are applied to know the safe and hazardous working conditions and regions. However, most of the machine elements are subjected to variable or fluctuating stresses, due to the nature of load that fluctuates from high magnitude to low magnitude. Also, the nature of the loads is repetitive. For instance, shafts, bearings, cams and followers, and so on.
Design Against Fluctuating Load
Stress is defined as force per unit area. When there is localization of huge stresses in mechanical components, due to irregularities present in components and sudden changes in cross-section is known as stress concentration. For example, groves, keyways, screw threads, oil holes, splines etc. are irregularities.
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