Universidad Católica Boliviana "San Pablo"

Page 2 (Ejemplo de Diseño) ADAPT-PT V-2018.00 ------------------------------------------------------------------------------ Min CGS from TOP .. 100.00 mm Min CGS from BOT for interior spans .. 100.00 mm Min CGS from BOT for exterior spans .. 100.00 mm Min average precompression .. 0.85 N/mm^2 Max spacing / slab depth .. 8.00 ANALYSIS OPTIONS USED: Structural system .. BEAM Moment of Inertia over support is .. INCREASED Moments reduced to face of support .. YES Moment Redistribution .. NO Effective flange width consideration .. YES Effective flange width implementation method .. ACI-318 DESIGN CODE SELECTED .. American-ACI318 (2014)/IBC 2015 2 - I N P U T G E O M E T R Y ============================================================================== 2.1.1 PRINCIPAL SPAN DATA OF UNIFORM SPANS ------------------------------------------------------------------------------ S F| | | TOP |BOTTOM/MIDDLE| | P O| | | FLANGE | FLANGE | REF | MULTIPLIER A R| LENGTH| WIDTH DEPTH| width thick.| width thick.|HEIGHT| left right N M| m | mm mm | mm mm | mm mm | mm | -1-----3----4-------5-------6-------7------8------9------10----11-----12----13- 1 2 19.00 400 900 2480 130 0 1.00 1.00 2 2 13.00 400 900 2480 130 0 1.00 1.00 ------------------------------------------------------------------------------ LEGEND: 1 - SPAN 3 - FORM C = Cantilever 1 = Rectangular section 2 = T or Inverted L section 3 = I section 4 = Extended T or L section 7 = Joist 8 = Waffle 11 - Top surface to reference line 2.1.3 EFFECTIVE WIDTH DATA OF UNIFORM SPANS ---------------------------------------------------------- SPAN EFFECTIVE WIDTH mm ----------1-------------------------2--------------------- 1 2480 2 2480 2.2 - S U P P O R T W I D T H A N D C O L U M N D A T A SUPPORT <------ LOWER COLUMN -------> <------ UPPER COLUMN ------->