Design a square tied column to support an unfactored axial dead load of 900kN and live load of 1240 KN. Use fy=414 MPe and fc = 27.6 MPa. Assume 2% steel ratio. a) Ag=? b) As = ?

Q: Given below is the properties of HP 410 x 131 steel column having a length of 10 m and fixed at both…

A: Consider the given data. The column is fixed at both ends, KL=0.5×10000=5000 mm

Q: 1. Determine the nominal axial compressive strength for the following cases: a. L= 15 ft b. L= 20 ft…

A: For L = 15 ft Use AISC equation ; Type of connection = Both ends are hinged So, Axial compressive…

Q: A rectangular beam has width 300 mm and effective depth of 450mm .The beam reinforced with four 028…

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Q: Q: Verify that the steel seetion W12 x 106 can be used for the cantilever beam shown in the Figure.…

A: The deflection in the beam is a horizontal member of the building or structure which goes under…

Q: Problem 3 of 3 A 15 ft long W8x40 wide flange column of A36 steel is fixed at the base and free at…

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Q: Determine the effective length factor for column MN of the unbraced frame shown. The loads applied…

A: Column section MN = W12x96 Beam section = W18x46 Column length, L = 13 ft Beam length = 30 ft Dead…

Q: 3) The simply supported beam with the cross-section as shown supports a total uniformly distributed…

A: Allowable tension flexural stress = 35 MPa  Allowable compression flexural stress = 150 MPa

Q: 1- Design a rectangular section for the simply supported beam shown in the figure. The dead load wp…

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Q: ) For a simply supported singly reinforced concrete beam of width b and effective depth d show that…

A: Assuming x=depth of the neutral axis As per BS 8110: C=AC×0.45fcuAC: Area of…

Q: A rectangular tied braced column is reinforced with 6-28mm bars as shown in the figure below. Check…

A: A column is a member of a verticle that has been used to carry a load from the upper part of the…

Q: 1.4 A rectangular beam has width 300 mm and effective depth of 450mm.The beam reinforced with four…

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Q: square base plate is inn

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Q: problem 7: Check whether the depth of a simply supported beam in the following case is Hequate or…

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Q: by 늘 wo B 늘 C X

A: Given Data:Length L=6.3md=300mmbf=215mmtf=14mmtw=10mmIt is required calculate the largest intensity…

Q: 3.4 Check the threshold validity below according to the bending requirement if 35MPa=m, f = 300 MPa.…

A: Dead load, DL = 5 kN/mLive Load, LL = 10 kN/mPL = 20 kNSpan, L = 4 mfc = 35 MPafy = 300 MPa3-25 mm…

Q: Rigid beam AB is supported by three bolts at A and a pin at B. The bolts at A are in double shear…

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Q: A W610 x 82 beam of A 36 steel has end reaction of 302 kN and is supported on a plate with a length…

A: Yield Strength : Yield strength of an element is a maximum stress an element or component can bear…

Q: A rectangular beam has the following properties: bw = 300 mm Stirrup diameter fyt = 276 MPa d = 550…

A: bw=300 mmd=550 mmf'c=21 MPaStirups diameter=10 mmfyt=276 MPa To find:- Spacing of vertical stirrups…

Q: A load of 25 KN is to be supported by three equidistant vertical rods as shown. At first, all the…

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Q: Axially Loaded Determine the allowable design axial load on a size 350 mm x 350 mm square column.…

A: Given data - Size = 350×350 mm L = 3.5 m E = 33.56 GPa Fc = 11.70 MPa Find out - The allowable…

Q: A W610 x 82 beam of A 36 steel has end reaction of 302 kN and is supported on a plate with a length…

A: Yield Strength :Yield strength of an element is a maximum stress an element or component can bear…

Q: A concrete circular column with a radius of 350mm has f'c-25 MPa and is braced against sidesway. The…

A: Critical load  The critical load is the maximum load that may be applied without causing lateral…

Q: 3. Check the suitability of the W12x65 section made of A992 steel for the axial loads and moments…

A: Effective length of the column in x-axis buckling = Kx Lx= 1.4*14= 19.6 ft = 235.2 in Effective…

Q: A Rolled Steel Channel ISMC 400 @ 49.4 Kg/m is used as a column. The Column is Fixed at both ends.…

A: Rolled Steel Channel ISMC 400 @ 49.4 Kg/m is used  length of the column is 700 cm. The Column is…

Q: g flange side. The two sides of column are . And there is a supporting point at the e of column in…

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Q: Select an A992 W shape for beam AB of the floor system shown in Figure. In addition to the weight…

A: Consider the given floor slab. The dead load on the beam comprises the slab weight and beam weight.…

Q: 3) The simply supported beam with the cross-section as shown supports a total uniformly distributed…

A: Given  A beam Required  Maximum value of P

Q: A simply supported beam having a simple span o 8 m must support a uniformly distributed service load…

A: Span (L)= 8 mDead load = 10 KN/m

Q: II. Column Design Concrete Column Design A. A reinforced concrete tied column carries a dead axial…

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Q: Q1: Design_a simply supported rectangular reinford beam. Note: The self-weight of the beam is not…

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Q: (see App sectional properties) can support if it is 7 m long and a factor of safety of 1.98 is…

A: Given Data- Steel column - HSS 254 x 152.4 x 12.7 Length of beam (L) = 7 m  factor of safety = 1.98…

Q: Safe Support Spacing and S-1-bd Table below shows formulas for shear, bending moment and deflection…

A: Bending stress Equation , Shear stress Equation ,

Q: A steel column is loaded with a centric normal force. The pillar is articulated in the foot and top…

A: Safety will be assessed by EUROCODE Le = Effective length = L = 6.5 m    ...(As per statement given…

Q: Quiz: Design the reinforcement steel that necessary for the shear and torsion for the rectangular…

A: Solution; Given that; Live load=10 KN/m2Dead load =5 KN/m2fck=26MPafy=400 MPa

Q: 3) The simply supported beam with the cross-section as shown supports a total uniformly distributed…

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Q: A cantilever beam AB of length L = 6.5 ft supportsa trapezoidal distributed load of peak intensity…

A: Given:- L=6.5ft  σallow =18 ksi τallow = 7.5 ksi To find:-  the maximum permissible load q based…

Q: I

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Q: 3. Design a column of wide flange section W for the member (DE) of the frame shown below The frame…

A: Given data: Axial load on the column, P=2500 kN Effective length factor, Ky=1.0 and Kx=2 The column…

Q: A WT305 x 41 standard steel shape is used to support the loads shown. Assume w = 56 kN/m, LAB = 1.0…

A: To Determine Maximum Compressive and tensile bending stress.

Q: Rigid beam AB is supported by three bolts at A and a pin at B. The bolts at A are in double shear…

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Q: I cross-section is simply supported on a span of 4m. Find the safe uniformly distributed load the…

A: Draw the schematic diagram

Q: PROBLEM 2: The steel beam loaded below has the built-up cross section as shown. Determine the…

A: Calculate the support reactions of the given beam: RA=RB=wL2=5w

Q: 30 cms 30 cms 30 cms d = 80 cms A', As d',= 3cms 10 15 cms cms 30 cms Given a R/C beam with section…

A: Given: f'c = 210 kg/cm2 fy = 4200 kg/cm2 As = 90 cm2 d = 80 cm bw = 30 cm bf = 90 cm tf = 25 cm d's…

Q: 3) The simply supported beam with the cross-section as shown supports a total uniformly distributed…

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Q: See the image below. A hot-rolled I-beam section has yield strength fy = 300 MPa, ultimate strength…

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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.