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= 4m 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: 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: Situation #2: A properties: Width, b = 400 mm 415 MPa rectangular beam has the following Effective…

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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: 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: Deflection Given: the beam cross-section shown have the following cross-sectional properties  f'c…

A: Gross moment of inertia(Ig)Critical internal moment(Mcr)Maximum service load(Ma)Critical moment of…

Q: 4. The beam shown in figure below (W 410 x 46.1) has continuous lateral support of both flanges. The…

A: As per Bartleby's guidelines we are supposed to answer only first question. Kindly repost other…

Q: Result III. A ladder shaped rod ABC is subjected to axial loads as follows, F=10kN₂11-12-400mm,…

A: F=10kN , l1=l2=400mm , A1=100mm2 , A2=50mm2 , E=200GPaTo Find :a) Axial force diagram for the rod.b)…

Q: For a W 12 x 65 column, 20 ft long, and pinned at both ends, (ASTM A572 steel, E=29000ksi,…

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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…

A: Given:- The dead load on the column = PD = 500 k The live load on the column = PL = 1000 k The…