Problem: Provisions for the design of columns from NSCP 2015 Section 410.5.1.1 states that for each applicable factored

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Problem Provisions For The Design Of Columns From Nscp 2015 Section 410 5 1 1 States That For Each Applicable Factored 1 (117.45 KiB) Viewed 34 times

Problem: Provisions for the design of columns from NSCP 2015 Section 410.5.1.1 states that for each applicable factored load combination, design strength at all sections shall satisfy: Sn should be greater than or equal to U. 1. Based on all applicable load combinations for the given structure, compute for the maximum response values for both the beams and columns. You may use any method in your analysis. 2. Design the Beam and the Column in accordance to all NSCP 2015 USD code provisions. 3. Provide the design details and specifications for the beam and the column, as well as the beam column connection Assume 2 m PDL, Deadload = 225 kN W WLL Liveload = 200 kN/m PE, Earthquakeload = 100 kN Pw, Windload = 50 kN 2m -Beam 500x500mm Column 1.75 m Ground Line (Fixed Support) 1.75 m