Structural Design
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- Conservative notes in AISC - Connections total area specified for tensile loading criteria - Minor axis bending according to AISC Spec F6 (1 and 2a) 21.21 10.61 400 Appendix E: Floor System Deisgn Deck Design Common Calculations Effective Width Beam Span (ft) Slab Span (ft) 1) 1/8 Beam Span 2) 1/2 Slab span 3) Edge Dist Min Effective width (in) 30 8 45 48 48 45 Decking Material Vulcract Deck Model Total Height (in) Concrete Height (in) Concrete Weight (psf) Weight (psf) 2VLI20 6.5 4.5 110 51 SDI Max 1 Span 2 Span 3 Span (used) 6‐11 9‐1 9‐4 Clear Span (ft) Live Load Allowed (psf) Max Live Load (psf) Deck Check 8 260 80 31 Joists are designed to handle construction load without shoring Vulcraft by Nucor Steel Roof and Floor Decking Code version 2001 Composite Floor Decking Floor Joist Design ‐ Flexural composite Members Procedure Rooms Beam Info Joist Weight A d tw bf tf h/tw Ix Zx ΦVn Patient Rooms W16X26 26 7.68 15.7 0.25 5.5 0.345 56.8 301 44.2 106 Length (ft) Lb (ft) Beam Info Joist Weight A d tw bf tf h/tw Ix Zx ΦVn Corridor W16X26 26 7.68 15.7 0.25 5.5 0.345 56.8 301 44.2 106 Non‐composite member Non‐composite member Joist Steel Strength (ksi) Page 1/4 W16X26 50 30 0 Joist Steel Strength (ksi) Length (ft) Lb (ft) Beam Info Joist Weight A d tw bf tf h/tw Ix Zx ΦVn Roof 30ft W12X22 22 6.48 12.3 0.26 4.03 0.425 41.8 156 29.3 94.8 Non‐composite member W16X26 50 30 0 Joist Steel Strength (ksi) Length (ft) Lb (ft) Beam Info Joist Weight A d tw bf tf h/tw Ix Zx ΦVn Roof 20ft W16X26 26 7.68 15.7 0.25 5.5 0.345 56.8 301 44.2 106 Non‐composite member W12X22 50 20 0 Joist Steel Strength (ksi) Length (ft) Lb (ft) Beam Info Joist Weight A d tw bf tf h/tw Ix Zx ΦVn W12X22 22 6.48 12.3 0.26 4.03 0.425 41.8 156 29.3 94.8 Non‐composite member W16X26 50 30 0 Joist Steel Strength (ksi) Length (ft) Lb (ft) W12X22 50 30 0 Wd (lb/ft) Joist Wd (lb/ft) Total Wd 528 26 554 Wd (lb/ft) Joist Wd (lb/ft) Total Wd 528 26 554 Wd (lb/ft) Joist Wd (lb/ft) Total Wd 528 22 550 Wd (lb/ft) Jo
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