A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Stress Analysis of LOFT Condensate Receiver Seismic Restraint
A stress analysis has been completed for the LOFT condensate receiver seismic restraint in accordance with the AISC Manual of Steel Construction, the ACI Building Code for Reinforced Concrete, and RDT loading guidelines. Initially, no information could be found pertaining to the reinforcing in the concrete support, thus a steel brace design was recommended and is analyzed herein. After the brace was analyzed, reinforcing details were discovered. Consequently, there are two parts to the report. The first part includes analysis of the recommended steel brace design for the seismic restraint assuming the concrete resists none of the load. The second portion indicates that the existing concrete support is adequate to resist seismic (operating basis earthquake) loads. 4 refs. (ERA citation 10:039232)
Stress Analysis of LOFT Condensate Receiver Seismic Restraint
A stress analysis has been completed for the LOFT condensate receiver seismic restraint in accordance with the AISC Manual of Steel Construction, the ACI Building Code for Reinforced Concrete, and RDT loading guidelines. Initially, no information could be found pertaining to the reinforcing in the concrete support, thus a steel brace design was recommended and is analyzed herein. After the brace was analyzed, reinforcing details were discovered. Consequently, there are two parts to the report. The first part includes analysis of the recommended steel brace design for the seismic restraint assuming the concrete resists none of the load. The second portion indicates that the existing concrete support is adequate to resist seismic (operating basis earthquake) loads. 4 refs. (ERA citation 10:039232)
Stress Analysis of LOFT Condensate Receiver Seismic Restraint
R. J. Beers (author)
1978
36 pages
Report
No indication
English
LOFT 3C Cable Tray and Ladder Seismic Analysis
| NTIS | 1979