Project Name Project Location Matabanako Elementary School Taytay, Rizal Soil Characteristic : Soft Rock Concrete weight...
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Project Name Project Location Matabanako Elementary School Taytay, Rizal Soil Characteristic : Soft Rock Concrete weight : 24kN/cubic meter Use wall weight from NSCP 2010 of 3.3kPa with 1m parapet at deck Floor to floor height 4m of 3-storey structure with roof deck Design as special reinforce concrete moment frame Typical beam is 250x500mm and typical column is 350x350mm Slab thickness is 150mm Consider stairwell as slab only Econcrete = 24.87 GPa Architectural Finishes ° Include 20mm thick ceramic tiles on 25mm thick mortar on all places except roof deck 15mm thick gypsum board on standard metal framing system Include 0.10 kPa for MEPFS (utilities) Determine the following: 1. Design Shear. 2. Max. Total Base Shear 3. Min. Design Base Shear поря 2 3 3000 1 0009 D 3000 5000 0000 8000 3000 TYPICAL STRUCTURAL FRAMING PLAN Project Name Project Location Matabanako Elementary School Taytay, Rizal Soil Characteristic : Soft Rock Concrete weight : 24kN/cubic meter Use wall weight from NSCP 2010 of 3.3kPa with 1m parapet at deck Floor to floor height 4m of 3-storey structure with roof deck Design as special reinforce concrete moment frame Typical beam is 250x500mm and typical column is 350x350mm Slab thickness is 150mm Consider stairwell as slab only Econcrete = 24.87 GPa Architectural Finishes ° Include 20mm thick ceramic tiles on 25mm thick mortar on all places except roof deck 15mm thick gypsum board on standard metal framing system Include 0.10 kPa for MEPFS (utilities) Determine the following: 1. Design Shear. 2. Max. Total Base Shear 3. Min. Design Base Shear поря 2 3 3000 1 0009 D 3000 5000 0000 8000 3000 TYPICAL STRUCTURAL FRAMING PLAN
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