2. The column in figure is reinforced with 10-32 mm diameter bars distributed around the perimeter. Load Pn will be applied with eccentricity "e" about the strong axis. Material strengths are fc' = 34 MPa, and fy = 415 MPa. The neutral axis c = 360 mm from extreme concrete in compression. For this problem, b = 350 mm, h = 680 mm, and dc = 67 mm. Do not consider displaced concrete occupied by the steel. de de WWW. a) What is the total compressive force in concrete? b) What is the stress of steel at rows 1 to 4? c) What is the value of nominal column load, Pn? d) What is the value of eccentricity, e? e) What is the value of nominal column moment, Mn? e Figure 5-2

Q: Select the reinforcement at end faces of the column shown in Figure 2 if Pn = 1200 kN , ex = 300 mm,…

A: The values and diagram given in the question are as follows: Load on column(Pn)=1200 kN or 1200*103…

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Design criteria for structural loading

The different loads such as loads due to self-weight (dead load) and external loads such as live load, wind loads, seismic load, snow load, and other loads and load combinations that influence the design of a building are called structural loading. The nature of the applied load differs from changes in the location, design, and type of materials used. The design criteria require that structures must be designed and constructed to be able to withstand all load types that are expected to act upon the structure and render its usage for the designated purpose. The structural members such as beams, slabs, columns, and foundations help the structure to withstand the applied load. There are different institutes such as ASCE and ACI that provide building design codes to assure minimum safety requirements and quality of the structures.