Example 5.2 A column section I.S.H.B.350 @ 661.2 N/m carries an axial load of 1100 kN. Design a suitable gusset base using, (a). riveted construction (b) HSFG bolts Allowable bearing pressure on concrete is 4000 kN/m2. Example 5.3 Design the base plate in Example 5.2, if in addition to the column load it is subjected to a bending moment of: (1) 60 kNm, and (2) 120 kNm Design the anchor bolts if required.

Q: A plate having a width of 400 and a thickness of 20mm is to be connected to two plates with…

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Q: steel tube. Total axial deformation is 1 hat is the compressive load, P? Assume: uter dia. =1" nner…

A: Given data :Length of member (L)=20inAxial deformation = 0.5inModulus of elasticity of the steel is…

Q: The collapse load for the beam as shown in figure is to G. 3. A. Mp 3. - L/2 L2 He L2

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Q: Problem 2.8 - The 400-kg precast concrete section is hoisted by a vertical force 'T' from a crane.…

A: Given: Weight of concrete section = 400kg Required : Tension in cable

Q: Q2. The joint connection shown in Figure Q2 is subjected to a medium term tensile load under service…

A: The joint connection shown in Figure Q2 is subjected to a medium term tensile load under service…

Q: Justify the selection of a standard steel rolled section for the following Column from a bending…

A: M= 200.7 x 103 KNm σ = 175N/mm2  σsafe = σ/1.2 = 145.83 N/mm2

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

A: Solving first questionGiven datacompressive strength of concrete given in table findmodulus of…

Q: A steel beam is reinforced by three steel rods. The modulous of elasticity for concrete is 20Gpa and…

A: Note:- Hi! Thank you for the question As per the honor code, We’ll answer the first question since…

Q: 2. A column HP 14 x 102 of A572 Gr. 55 steel has a length of 15 ft is fixed at both ends. Compute…

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Q: Problem 3: Find the design moment strength for the following section: f'c=6000 psi hf=6" a. Mn= fy…

A: Given: fc = 6 ksi fy = 60 ksi E = 29000 ksi A's = 2 in2 As = 6.5 in2 b = 24 in hf = 6 in bw = 4 in…

Q: Given a 10"X16" reinforced concrete beam section as shown. The main reinforcing rebars consist of…

A: f'c=3000 psify=60 ksiTo determine:Theoretical nominal bending moment

Q: The maximum permissible load on a steel bar of 20 mm dia when the factor of safety is 1.8 and the…

A: Diameter of steel bar = 20 mm FOS = 1.8 Ultimate stress = 495 MPATO Find :The max. permissible load…

Q: mm web height = 350 mm

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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.