B.) b) Dead Loads Self-weight Superimposed Ground floor kPa kPa Other floors kPa kPa Roof kPa kPa Mezzanine kPa kPa Partitions kPa kPa Parking garages kPa kPa Standard dead load factor Overturning/uplift dead load factor Engineer's Initials c) Live Loads Due To Use And Occupancy Ground floor kPa Balconies kPa Other floors kPa Mechanical areas kPa Mezzanine kPa Parking garages kPa Concentrated load. [...] C) Ie= IeFaSa (0.2) = (Table 4.1.8.5.) Type of irregularities: Method of analysis: Static Dynamic Software Used For Equivalent Static Force Procedure: B = Ta = Mv = J = Type of SFRS (1st dir.): as per Standard No. [...] Base shear V or Vd = 1st Direction Moment at base M = Weight of the building as per 4.1.8.2.(1) Max. [...] Interstorey deflection = h) Elements of Structures, Non-Structural Components and Equipment Applied as per Article 4.1.8.18 (Eng. [...] Loads and Effects c) Live Loads Due To Use And Occupancy d) Loads Due To Snow, Ice And Rain e) Loads Due to Wind f) Full and Partial Loadings g) Loads Due To Earthquakes h) Elements of Structures, Non-Structural Components and Equipment i) Other Effects k) Fire Resistive Designs.
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