An axially loaded tied column must sustain the following service loads: Total dead load = 1600 kN live load = 1000 kN required strength, U = 1.2D + 1.6L reduction factor = 0.65 f'c = 21 MPa fy = 420 MPa   determine the size of a square column in mm using a 3% vertical steel ratio.

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: 7.5 ft A P B D F H C E G I P P 6 panels @ 6 ft = 36 ft- K L P

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Q: The W10 × 88 column shown bears on a concrete pedestal of the same size as the square column base…

A: W * 10 * 88 columnconcrete pedestal of the same size as the square column base platePu= 600 kips…

Q: A 1016 mm P 25 mm 330 mm 25 mm 254 mm A 12.5 mm

A: Lets Draw SFD and BMD in terms of P value   M=-P×1.016 kNmV=P kN

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: 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: A built up steel column has section shown in figure which is used to support a square (16 ft)…

A: Slab 16ft X 16 ft X 8 inLive Load, WL = 100 psfDead Load, WD = 40 psfEffective length, KL = 6…

Q: A built-up section shown, 30 feet long, is fixed at both ends and braced in the weak direction at…

A: Given data:Section properties-

Q: Determine whether the compression member shown in Figure is adequate to support the given service…

A: Given, D=110 kips L=280 kips

Q: A column is constructed using a circular steel tube filled with concrete. The properties are listed…

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Q: A W6 x 15 structural steel column is 24 ft tall and is fixed at its base and top. It is braced…

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Q: An I-section with two cover plates is used as tension member and is subjected to a load of 120 t…

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Q: ed at the two vertical supports only. a) What is the allowable bending stress in the beam in MPa? b)…

A: Given:-  W18X 97 steel beam  A-36 steel (Fy = 250 MPa). A. If the beam is laterally su A=18387 mm2…

Q: 2. Design the compression member in Problem 1 using W14 and A-50 steel. Use ASD with PDL= 990 KN AND…

A: Given, W14 section PDL = 990 kN PLL = 680 kN

Q: A square pillar is subjected to a compressive force P and a bending moment M (see figure and Table).…

A: Given: The load P is 3500 kN. The moment M is 85 kN.m. The allowable compressive stress is 18 MPa.…

Q: Subject: Reinforce prestressed concrete design Topic: SHORT COLUMNS SUBJECT TO AXIAL LOAD AND…

A: Diameter of bars, Compressive strength of concrete, Yield strength of steel, To find: Magnitude of…

Q: Three plates are welded together to form the section shown. Dimensions of the cross section areb-4.7…

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Q: A steel bar of rectangular cross-section 50 mm x 60 mm is pinned at one end and fixed at the other…

A: Given data in question  Elasticity modulus  Cross section Proportional limit One end pinned and…

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: Design the reinforcements of the given T be 300mm =450mm 20mm 00mm 30mm 35MPa 350MPa ENSCP 2015

A: Given-To Find- Design the reinforcement for T- beam

Q: Q2. Design the required tensile and compression rebars for the cross section shown below. Mu= 288…

A: for given cross section  given  b=250mm D=500mm MU=288KN-M FC=20 MPA FY=300MPA

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: Situation 2: A rectangular beam has the following properties. Assume 12 mm stirrups. Assume a single…

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Q: me column shown what is the nominal compressive strength (Pn) ? Pn=? W12X50 10 W12X50 TITT X…

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Q: The below figure represents a section of a pre- stressed beam. For a no-tension design where o is…

A: Given- Permissible stress in concrete=σcwidth of beam =bdepth=dIt is needed to find the total moment…

Q: Please show the complete solution. M 10' L B L Answer: CD-i 6 panels at 4¹ K L D L E L H L F L Find…

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Q: A W 24 x 103 is used as a beam that is simply supported at its ends. The properties of the section…

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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: A 210 kN axial compressive load is applied to a W530x101-steel column with the length of 3.20 m and…

A: The total stress acting on the column=Direct stress+ Bending stress The direct stress is given by;…

Q: AW18 × 40 standard steel shape is used to support the loads shown on the beam. Assume P = 20 kips, w…

A: Given Data: Load=p=20 kips w=5.8 kips LAB=4.0 ft LBC=4.0 ft LCD=13 ft

Q: The beam has a cross section shown in the figure. fc’ = 26  MPa, fy = 390MPa, determine the…

A: Given , Compressive strength of the concrete fc'=26 MPa Yield strength of the steel fy=390 MPa Web…

Q: The cantilever beam shown below has the cross-section on the right portion. If the allowable…

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Q: d. The end of each bar includes a standard 90 degree hoo m the outside face of the supporting…

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Q: determine the member stresses of the truss shown. indicate if the stress in the member is in tension…

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Q: AW18 x 40 standard steel shape is used to support the loads shown on the beam. Assume P = 20 kips, w…

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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: nd the required base plate thickness (mm

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Q: a. The Euler stress Fe. b. The buckling stress Fcr c. The design strength d. The allowable strength…

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Q: Answer the following for the section at Point D Only Calculate the distributed load "w" that: Will…

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Q: For the given properties of beam below. Design the reinforcements of the beam. d'=75 mm b=400 mm…

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Q: SITUATION C. A built-up section shown, 30 feet long, is fixed at both ends and braced in the weak…

A: Given data: Section properties- Ix=272 in2, Iy=93.4 in2, Ag=14.4 in2

Members with compression and bending

Compression members are structural elements that carry compressive axial force. They are the vertical members of a building that support beams and their design, which is governed by buckling and strength. Columns are known as struct or compression members, which are subjected to compressive forces. These members provide stiffness to the building and avoid any imperfection regarding the transfer of axial load. For instance, webs in a truss, braces in a framed structure, tiers, and so on.