ETABS v9.7.4 - File: slab modification v5 para beam - January 13,2014 11:523-D View - KN-m Units

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ETABS v9.7.4 - File: slab modification v5 para beam - January 15,2014 12:55Plan View - STORY2 - Elevation 6.5 - KN-m Units

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ETABS v9.7.4 - File: slab modification v5 para beam - January 15,2014 12:53Plan View - STORY2 - Elevation 6.5 Uniform Loads GRAVITY (LIVE) - KN-m Units

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ETABS v9.7.4 - File: slab modification v5 para beam - January 15,2014 12:49Plan View - STORY2 - Elevation 6.5 Uniform Loads GRAVITY (DEAD) - KN-m Units

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ETABS v9.7.4 - File: slab modification v5 para beam - January 15,2014 13:043-D View Frame Span Loads (DEAD) - KN-m Units

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ETABS v9.7.4 - File: slab modification v5 para beam - January 15,2014 13:073-D View Frame Span Moments LOCAL-1 (DEAD) - KN-m Units

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LONG TERM DEFLECTION

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SLAB MOMENT IN X-DIRECTION

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SLAB MOMENT IN Y-DIRECTION

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SLAB STRIP DESIGN IN X AND Y DIRECTION, BOTTOM REINFORCEMENT INTENSITY ADDITIONAL TO T12@150MM

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SLAB STRIP DESIGN IN X AND Y DIRECTION, TOP REINFORCEMENT INTENSITY ADDITIONAL TO T10@150MM

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SLAB STRIP DESIGN IN X AND Y DIRECTION, TOP REINFORCEMENT INTENSITY ADDITIONAL TO T10@150MM +T16@150MM

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PUNCHING SHEAR CAPACITY RATIOS

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BEAM ENVELOPING LONGITUDINAL REBARS

ETABS v9.7.4 - File: slab modification v5 parapet beam - January 13,2014 11:473-D View Rebar Percentage (ACI 318-05/IBC 2003) - KN-m Units

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ETABS v9.7.4 - File: slab modification v5 para beam - January 16,2014 9:563-D View Pier Longitudinal Reinforcing Ratios and Areas (UBC97) - N-mm Units

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ETABS v9.7.4 - File: slab modification v5 para beam - January 16,2014 10:013-D View Pier/Spandrel Shear Reinforcing (mm^2/m) (UBC97) - N-mm Units

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