SCA STRUCTURAL ENGINEERING SERVICES
STRUCTURAL ANALYSIS OF THE STRENGTH OF THE MEDICAL FLOOR BUILDING OF UNISMUH SOUTH SULAWESI PROVINCE
Not all universities in Indonesia have a large area of land for building construction to meet the needs of the teaching and learning process. So, one solution is to build a multi-floor building. However, the problem faced is that the building built is still worrying in terms of strength and stability for the long term considering that in Indonesia there are frequent earthquakes that have a direct effect on the buildings built. In order for the desire to build a multi-storey building, one solution is to analyze the concept of earthquake resistance correctly according to the applicable SNI regulations.
The UNISMUH Faculty of Medicine Building is calculated at a high earthquake risk level (risk category IV with an earthquake primacy factor of Ie = 1.5) so that the structural system applied in calculations through ETABS software version 9.7 is a Special Moment-Practicing Frame System (SRPMK) which has very strict reinforcement detailing.
In the following, I present the results of an analysis of a 12-story reinforced concrete building with respect to the functional structure of a building.


Submission of Analysis Documents to Mr. Dr. Ir. H. Abdul Rahim Nanda, M.T.
(Vice Rector for Academic Affairs at Universitas Muhammadiyah Makassar)
* STRUCTURAL ANALYSIS OF OVAL-SHAPED BEAUTIFUL MOSQUE BUILDING
This mosque is planned to be located in Padduppa, precisely at Tempe Lake, Sengkang City, Wajo Regency, South Sulawesi. This mosque is designed with a unique model similar to Modern Mall construction. Because it is located around the lake, the main structural analysis is taken into account so that this mosque can stand firm and strong from various loading combinations including earthquake loads that may occur and the swift flow of river water. This mosque is also calculated for its economic value in building including the dimensions of the Beams, Columns, and the depth of the Foundation. The distance between columns reaches 10 meters due to consideration of functional space and multi-function of the Mosque. Although, the distance between columns is usually only able to reach 6 to 8 meters. However, with the development of science, experience, and the use of struckture software, it is possible to analyze more optimally in achieving structural strength.


- STRUCTURAL ANALYSIS REPORT OF UNISMUH HOSPITAL STOREY BUILDING SOUTH SULAWESI PROVINCE, INDONESIA.

* COLLECTION OF STRUCTURAL ANALYSIS OF EARTHQUAKE-RESISTANT MULTI-STOREY BUILDING

* DESIGN AND ANALYSIS OF 4-STOREY MOSQUE OF GORONTALO PROVINCE

- STRUCTURAL DESIGN & ANALYSIS OF TAHFIDZ PESANTREN BUILDING AND DDI OFFICE IN MANGKOSO SOUTH SULAWESI, INDONESIA.

* STRUCTURAL ANALYSIS RESULT OF UNISMUH HOSPITAL BUILDING IN MAKASSAR, INDONESIA.

* STRUCTURAL DESIGN AND ANALYSIS OF SENGKANG CITY MOSQUE, INDONESIA.
