The structure did not experience high stresses is 90% part of structure. Thereare too many dependent steps involved in the analysis. To isolate the members and manipulate the design so as to serve for the high stresses is the next step. To increase the stiffness, the type of material used on the beams was changed. For example, for the Rafter members, cross section properties were changed which increased the second moment of area. All credit is to the highly powerful computers and research work, efficient methods of structural analysis have been developed.In order to reduce the stress levels Parts of the structure that experienced high stresses were redesigned. To identify parts of the building which experienced high stresses is the main purpose of the analysis.Until recently, It is proven that the analysis of complex structures proved to be difficult and consumed too much time. Themajor loads acting on the structure are: snow load, wind load and the structure´s own weight. Most crucial especially given the loading conditionsare the parts of the building chosen were considered. The parts analyzed included: roof rafter, columns and the joints of the structure. The paperis about structural analysis of identified parts of a building warehouse. Redesigning was keen to support the analysis. The structure that did not experience high stresses is 90% part of the structure. There were many dependent steps involved in the analysis part. The design & analysis covers the majority of the thesis and is the most important part of any project. The next step was to isolate the structural members and manipulate the design to gather for the high stresses. To increase the stiffness type of material used on the beams was changed. The Rafter members, cross-section properties were changed which increased the second moment of area. Parts of the structure which experienced high stresses were redesigned to reduce the stress levels. The main purpose of the analysis was to consider all the structural members and identify parts of the building which experienced high stresses. The three major loads acting on the structure included: snow load, wind load, and the structure´s own weight i.e., self-weight. The parts of the building taken were considered to be the highest especially given the loading conditions. The parts analyzed included: roof rafter, columns Beam, tension members, and the joints of the structure. This paper is regarding the structural analysis of identified parts of a warehouse building.
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