Redesign Struktur Atas Beton Bertulang Dan Atap Baja Pada Pembangunan Gedung Serbaguna dan Olahraga Universitas Subang

Abstract

Subang University (Unsub) is the first university in Subang Regency. On the Subang University campus itself, which consists of several buildings, there is no presentative room that can be used for various activities (multipurpose room). Therefore, it is necessary to re-design the space in a presentative manner in accordance with the construction rules in accordance with the applicable SNI. The re-design
minimizes damage to building structures that do not meet the applicable SNI standards, in accordance
with the provisions of SNI 1726:20212 (Procedures for Earthquake Resistance Planning for Building
Structures) as a Geotechnical Based on Building Structures, SNI 1727: 2013 (Minimum Free Standards
Used for Building Design), and SNI 2847:2013 (Requirements for Structural Berton Used for Buildings),
and the SNI regulations are divided into 4 load categories, such as: Dead Load, Live Load, Wind Load
and Earthquake Load, and used SAP 2000 to process the redesign analysis. The results of the re-design
showed that the design of the dimension column had the highest ratio (0.971), with 2 rafter designs (WF
600x200x11x17) (WF 500x200x10x16), with a lot of upper reinforcement (8D22) and lower
reinforcement (5D22).