Problem 02 Repeat problem 1 using LRFD, PL400X350 mm base plate, W12x120 column, 500x500 mm pedestal, PDL = 1200 kN and PLL = 800 kN. Use A-50 steel and concrete fe' = 30 MPa. Determine the required base plate thickness.

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Q: (1) 3#8 4#10 15" I2.5" 24:5" Grade 60 steel. fé= 4000 psi, NWC. & Mn = ?

A:

Q: (3) for Normal weight Concrete, using ACI Code and recommendation for high strength concrete, to…

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Q: (1) 4#7 12" 18.5" 2.5 fó= 4000 psi NWC Grade 60 Steel. & Mn = ?

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Q: Design According to ACI 318-19 CODE if possible, otherwise mention the code used for the design

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Q: Assuming concrete is un-cracked. Determine the cracking moment of the section. E, = 2*10°MPA E =…

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Q: Problem 1: Calculate Mn and check the minimum steel limit f'c =4 ksi, fy = 60 ksi. 2.5" 25" 6-#9…

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Q: Check the requirements of TS500 for ductile design and Determine the Moment resisting capacity, Mr,…

A: h = 300 mmb = 250 mmfc = 30 MPafy = 420 Mpad' = 25 mm

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.