3. A rectangular beam has b=380mm and d=500mmThe beam is simply supported over a length of 6m and is reinforced with 5-25mm bars. Assume fc=21MPA and fy=276MPA, draw and label the cut off points for each bar. Assume the beam carries a uniformly distributed load throughout its length and is made of normal weight concrete and Vu=210KN. Use normal weight concrete with A= 1.0. The 10 mm diameter stirrup of the beam which has a spacing of 200 mm to the end of the beam at the support. Clear covering is 40mm. Bars are uncoated, pe = 1.0 pe = 1.0 reinforcement size pt = 1.0, reinforcement location %3D Determine the minimum distance from the centerline of the span to the cut off of the first barls using NSCP 2015provisions. 1. Determine the minimum distance from the centerline of the span to the cut off of the next bars using NSCP 2015 provisions. 2. 3. Determine the required tensile development length.

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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.