A steel column W300 x 203 kg/m section is used as to support an aial load. A=25740mm^2        Tw = 20mm.             Fy= 415 Mpa        Tf   = 32mm.             Lu= 8.5 m d = 340mm.             Ix=5.16*10^ 8 mm^4       Iy= 1.65*10^8mm^4 E = 200GPA    k = 1.0 Sidesway is prevented. Determine the ultimate design capacity of Column using NSCP 2015. Use Phi= 0.9.

Q: Select an A992 steel for the following beams. Use Cb = 1.0 for your calculations. Check for Shear.…

A: Given data:  PL=250 lbwD=17.5 kip/ftFy=50 ksi To design the given beam, AISC code provisions can be…

Q: W12x79 of A573 Grade 60 (Fy = 415 MPa) steel is used as a compression member.  It is 6.6 m long,…

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Q: Problem Set 1 5 kN/m Solve the following problems. Show complete solutions and appropriate diagrams.…

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Q: Refer to the illustration below. fc=28 MPa, fy= Determine the ultimate axial capacity of tl b.…

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Q: 1. Refer to the illustration below. f²=28 MPa, fy= 400 MPa a. Determine the ultimate axial capacity…

A: Answer We are given  f'c = 28 Mpa fy = 400 Mpa b= 400 mm h = 500 mm Ast = 6 - #32 Calculations shown…

Q: The beam shown is lateraily braced only at the ends. The 180kN load is a service live load. Use Fy=…

A: Service live load Yield strength, SectionBraced length, To find: Adequacy of the given section.

Q: uation 6: A W18x97 simply supported beam carries a uniformly distributed load. The prope ction…

A: 998 kNm

Q: Kindly please get that acting force on member BF

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Q: Situation 20. A W12x79 of A573 Grade 60 (Fy = 415 MPa) steel is used as a compression member. It is…

A: Given, Ag = 14,968 mm2 rx = 133.65 mm ry = 77.47 mm

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Q: Question 12 A W12x79 of A573 Grade 60 (Fy 415 MPa) steel is used as a compression member. It is 6 m…

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Q: An unsymmetrical flexural member consists of a ½ × 12 top flange, a ½ × 7 bottom flange, and a ⅜ ×…

A: a.) A1= A2 A1 = 12×12+38(y-12) = 5.8125 + 0.375y A2 = 7×12+38×(16.5-y) = 9.5875-0.375y After solving…

Q: 500 mm 62.5 mm 375 mm 62.5 mm Determine the total required number of 20mm bars to be used in two end…

A: Given data, Pu = 800 kN Mu = 120 kNm fc = 20.7 MPa fy = 413.7 MPa Size of column = 300×500 mm Clear…

Q: If the columns sustains a service axial dead load of 1 490 KN Calculate the safe service axial live…

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Q: AW18 x 40 standard steel shape is used to support the loads shown on the beam. Assume P = 18 kips, w…

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Q: An HSS 10 x 6 x 5/16 with Fy = 46 ksi is used as a column. The length is 16 feet. Both ends are…

A: HSS 10 x 6 x 5/16 Fy = 46 ksi L = 16 ft

Q: Beam design

A: Given: Simply supported beam carrying two points loads of intensity 25 kips each, acting at equal…

Q: 1: AW 5 x 16 wide flange is subjected to a suspended tensile load at one end. There are 6 sets of 25…

A: Solution: Given: Section: W 5 x 16 db = 25 mm dbo = 27 mm bf = 127 mm tf = 9.14 mm Ag = 3019 mm2 d =…

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Q: An unsymmetrical flexural member consists of a 70 × 600 top flange, a 70 x 400 bottom flange, and a…

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Q: 01. Consider the beam cross section shown below: = 3 in? = 60 ksi = 3 ksi = 7.5V(Sc) = 7.5v(3000…

A: As the beam specifications are given: As=3 in2 fy=60 ksi fr= 7.53000 psi=0.41 ksi Es=29000 ksi…

Q: 2. Determine whether the compression member shown in the figure below is adequate to support the…

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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…

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Q: A W12x79 of A573 Grade 60 (Fy = 415 MPa) steel is used as a compression member. It is 7.8 m long,…

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Q: W12x79 of A573 Grade 60 (Fy = 415 MPa) steel is used as a compression member. It is 8 m long, pinned…

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Q: AW 5 x 16 wide flange is subjected to a suspended tensile load at one end. There are 6 sets of 25 mm…

A: Given values: diameter of hole, dh = 25 mm tw = 6.1 mm Gross area of section Ag = 3019 mm2 U = 0.7…

Q: A W12x79 of A573 Grade 60 (Fy = 415 MPa) steel is used as a compression member. It is 8 m long,…

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Q: D = 265k L = 130k 18'

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Q: Find the member forces required.

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A: Compression members are structural elements primarily subjected to axial compressive forces and…

Q: A W12x79 of A573 Grade 60 (Fy = 415 MPa) steel is used as a compression member.  It is 6.8 m long,…

A: Given, The Given section : W12×79 properties of the given Section are as follows:  A = 14,500 mm^2…

Q: A W12x79 of A573 Grade 60 (Fy = 415 MPa) steel is used as a compression member. It is 8 m long,…

A: Given, L = 8 m or 8000 mm A = 14500 mm2

Q: Situation 6: A W18x97 simply supported beam carries a uniformly distributed load. The properties of…

A: Solution: Given: Section:  W18x97 A 50 steel Cb = 1.14 d = 472 mm bf = 282 mm tf = 22.1 mm tw = 13.6…

Q: Design the flexural reinforcement of the cantilever beam shown below for the given loading and data.…

A: Solution: Design Bending Moment and Shear Force: Design Load = 1.2DL+1.6 LL=1.2(100)+1.6(70)=232kN…

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A: Given- M25 and Fe 415 steel bd =1.4 MPa V = 30 KN and M = 16.076 KN-m Side way clear spacing is 50…

Q: Pp= 500 k J P, = 1,000 k I Pp= 500 k // Px=1,000 k fixed fixed Check whether a 17 ft W 14 x 211…

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A: Given Data:UDL=6kN/mConcentrated Load = 15kNSpan =3m

Q: ully welded together. The PL16×380 and PL12X500 for the

A: the flexural strength is given by F =PLbd2where . p = load on beam            L = length         b =…

Q: A W12x79 of A573 Grade 60 (Fy = 415 MPa) steel is used as a compression member.  It is 6.8 m long,…

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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.