Select required uniform stirrup spacing for the beam shown? PL=100 kN 350 mm Wo35 kN/m 8#29 3.0 m 3.0 m f'c 20 MPa, fy= 420 MPa, Use bar #10 A) 540 mm B) 350 mm C) 250 mm D) 300 mm 600 mm 670 mm

Q: (a) the beam deflection va at point A (b) the beam deflection vc at point C

A: ###Calculation of Beam deflection at A and C using Double integration method #####

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Q: Check the adequacy of column AB for applied live load. Fy= 350M

A: fy = 350 MPaCompression member:W 360 x 51A = 6450 mm2 rx = 148 mmry = 38.8 mmd = 355 mmb = 171 mmt =…

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A: Solutions; Given that;

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Q: Check the adequacy of column AB for applied live load. Fy= 350Mpa W360x51: A= 6450mm2 rx= 148mm ry=…

A: Given: fy = 350 MPa Compression member: W 360 x 51 A = 6450 mm2  rx = 148 mm ry = 38.8 mm d = 355 mm…

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A: In this question, we are asked to design the beam with the given details

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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.