FLEXURAL STRENGTH OF LATERALLY SUPPORTED STEEL BEAMS: PART II
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YouTubeHaitham Muteb
FLEXURAL STRENGTH OF LATERALLY SUPPORTED STEEL BEAMS: PART II
Lecture No.: 10 Date: 28/04/2021 Subject: Steel Beams or Flexure Members (Laterally Supported Beams) Part II This lecture is a part of the course "Design of Steel Structures
1.8K viewsApr 28, 2021
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Making Self-Consolidating 20,000 PSI Wet Cast Concrete with Trinic Admixtures • Cement use and overall costs are roughly ½ that of a typical UHPC mix by incorporating larger aggregate. • Less shrinkage than UHPC. • Will not develop the flexural strength of UHPC. • Great when you need resistance to compressive forces. • Excellent freeze / thaw durability chloride ion resistance. All Powder High Performance Admixtures, Supplies, and Expertise: www.trinic.us Trinic, LLC. info@trinic.us – 800-475-19
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