Evaluation and Modification of Open Web Steel Joists (Part II)
csengineermag.com
Evaluation and Modification of Open Web Steel Joists (Part II)
This is part two of a two-part series to discuss and demonstrate the methods to modify existing open web steel joists for revised loading conditions. This webinar parallels the Steel Joist Institute publication, Technical Digest No. 12 “Evaluation and Modification of Open Web Steel Joists and Joist Girders”. View Part…
Jun 27, 2019
Open Web Steel Joist Design
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STANDARD LOAD TABLE / OPEN WEB STEEL JOISTS, K-SERIESBased on a Maximum Allowable Tensile Stress of 30,000 psiJOISTDESIGNATION24K4 24K5 24K6 24K7 24K8 24K9 24K10 24K12 26K5 26K6 26K7 26K8 26K9DEPTH (in.) 24 24 24 24 24 24 24 24 26 26 26 26 26APPROX. WT.(lbs./ft.)8.4 9.3 9.7 10.1 11.5 12.0 13.1 16.0 9.8 10.6 10.9 12.1 12.2
STANDARD LOAD TABLE / OPEN WEB STEEL JOISTS, K-SERIESBased on a Maximum Allowable Tensile Stress of 30,000 psiJOISTDESIGNATION24K4 24K5 24K6 24K7 24K8 24K9 24K10 24K12 26K5 26K6 26K7 26K8 26K9DEPTH (in.) 24 24 24 24 24 24 24 24 26 26 26 26 26APPROX. WT.(lbs./ft.)8.4 9.3 9.7 10.1 11.5 12.0 13.1 16.0 9.8 10.6 10.9 12.1 12.2
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