Seismic Analysis and Design of a Multistoried Industrial Steel Structure with Semi-Rigid Connection
Akshay Pramod Wawge, Prasant.O.Modani
Semi-rigid Connection,Unstiffened top & seat angle without double web angle connection ,Initial Connection Stiffness (Rki) ,Piperack Industrial Steel Structure.
Generally Structure framework are designed for gravity loading .In case of Rigid connection the full 100% strength of Beam section is never utilized due to the fact in Beam at the end the end support Moment are always having greater value than Midspan Moment .The end support moment value is decreased by providing semi-rigid connection i.e. Rotational spring at Rigid Joint only .In This Paper Firstly Initial Connection Stiffness(Rki) of Unstiffened Top & seat angle without double web angle connection(T&S) is workout using Microsoft excel sheet Further this concept is extended for lateral loading to obtained Economy in the structure. The Two Model of a G+2 Piperack Industrial Steel Structure with Rigid & Semi-Rigid Connection are Analyzed & Design with Equivalent Static Method Using STAAD Pro V8si Software. Finally The Result obtained from Both Model are Compared to study Various Parameter of Maximum shear force , Maximum bending Moment, Finally Steel Consumption in Both Model.
Article Details
Unique Paper ID: 151856

Publication Volume & Issue: Volume 8, Issue 1

Page(s): 1015 - 1020
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Last Date 25 February 2020

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