5.1 Use the approximate bending moment equation, Mu = 4 As d to calculate the bending moment capacity of a 1-ft wide strip of the slab shown below for two reinforcing bar arrangements: 12" Temprature & shrinkage Bars Bottom Bars Slab Section Concrete cover is 0.75 inch a) #6 bottom bars at 12" on-center b) #5 bottom bars at 9 on-center Material properties: Concrete f'c = 4,000 psi Steel fy = 60 ksi

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A: Given Data -  f'c = 27.65 Mpa = 4 ksi = 24 N/mm2f'y = 395 Mpa ≈ 60 ksi ≈ 408 N/mm2 Loads Guide Rail…

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A: Given: steel in tension zone: n = 6 bars dia. = 40 mm Beam section: b = 300 mm h = 585 mm L = 8000 m…

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A: Given : fy =250 MPa E = 200000 MPa NA depth = 360 mm M20 concrete

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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.