A two-way slab floor system as shown below. Concrete strength fc =25MPa and steel yield strength...
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A two-way slab floor system as shown below. Concrete strength fc =25MPa and steel yield strength is fy=420MPa. Service live load is 2.0 kN/m² and additional dead load is 4.0 kN/m². Story height is 3.0m, columns are 400mm square and. Slab thickness is 150mm, beams are 400*600mm overall, and columns are 400*400mm. Using Direct Design Method: 1. Find the Minimum thickness required for deflection control. 2. Design the Slab 3. Design the Beams for flexure and shears 4. Calculate Factored axial load and moment in columns. Note: The Frame is one story A two-way slab floor system as shown below. Concrete strength fc =25MPa and steel yield strength is fy=420MPa. Service live load is 2.0 kN/m² and additional dead load is 4.0 kN/m². Story height is 3.0m, columns are 400mm square and. Slab thickness is 150mm, beams are 400*600mm overall, and columns are 400*400mm. Using Direct Design Method: 1. Find the Minimum thickness required for deflection control. 2. Design the Slab 3. Design the Beams for flexure and shears 4. Calculate Factored axial load and moment in columns. Note: The Frame is one story
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ANSWER To perform a structural design using the Direct Design Method well follow these steps Find the Minimum Thickness Required for Deflection Contro... View the full answer
Related Book For
Fundamentals Of Momentum Heat And Mass Transfer
ISBN: 9781118947463
6th Edition
Authors: James Welty, Gregory L. Rorrer, David G. Foster
Posted Date:
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