Need an research paper on structural design of the station. Needs to be 7 pages. Please no plagiarism.

Need an research paper on structural design of the station. Needs to be 7 pages. Please no plagiarism. Steel as a column withstands compression better than concrete. This makes steel qualify as our material for column construction in the station.

The benefits linked to steel as a composite material for columns are many and economical. Columns made of other types of material like stone and bricks have a larger cross sectional-area than steel. The large cross-sectional area should be proportional to the column’s length. Although a steel column could be stocky, the strength possessed is greater than that of stone. Through design, slender columns are developed. This type of flexibility is not possible for other materials.

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The bearing capacity of a stocky column is directly proportional to the strength of the material as well as the cross-sectional area. On loading, a stocky column shortens elastically until an elastic limit is achieved. At this point, an increase in exposure to loads leads to a disproportion in length reduced. This is referred to as the yield point of a column. If loads are increased on the column, it automatically collapses. This behavior is prevalent when the column is short in comparison to its size and cross-sectional area. The failure developed in this particular case is derived from steel as a construction material in compression. The axial load capacity is determined from this formula:

Practically, such columns cannot be achieved because high strength in steel needs a column that has a small cross-sectional area. This implies that the commonly used steel columns are slender. This characteristic contrasts that of columns made from weak materials. These columns are stocky and possess a large cross-section. Structural failure related to steel columns is buckling. This mode of failure is related to slender columns. Proportionally casted steel columns buckle before steel’s crushing strength. With a gradual increment in compressive strength, a value is achieved at the point when the column buckles and deforms perpendicular to its axis and shortens axially in length. This type of load is the buckling load.

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