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    Analysis of Industrial Steel Structures with Semi Rigid Connections

    Abstract: In this paper, an industrial structure of dimensions 23.75 x 16.25 m with 5 bays and 3 bays horizontally and height of 9.60m is analyzed to compare its behavior for the different partial moment release conditions. Initially, the industrial structure modeled using STAAD, then the foundation and column is assumed as pin jointed, tapered property sections assigned for beams and columns, applied self-weight, live load, wind load and load combinations …

    Published in Journal of Industrial Safety Engineering · Vol. 6, Issue 1, 2019 · pp. 1–6 Read article

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