The sections for columns and beams of the steel frame shown are W14X109 and W27x146, respectively and made up of A-36 steel. If column AB is bent about its weak axis, determine the adequacy of its section due to loads listed below. Use ASD.

Q: ASSIGNMENT #5 BIAXIAL BENDING Problem: Check the beam shown for compliance with the NSCP…

A: Section: W410 x 100 A992 steel fy = 345 MPa DL = 30% LL = 70%

Q: Determine the available strength of the compression member shown in Figure , in each of the…

A: Given data HSS 10×6×12 section Length, L=15ft=180in. ASTM A500, Grade C Steel Fy = 50 ksi Ag = 13.5…

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

A:

Q: Q1: The cantilever reinforced concrete beam has a rectangular cross- section (b-250 mm) shown in the…

A:

Q: 1. Determine the buckling strength of column C1 shown below and check the inelastic column buckling…

A: Given data: Steel A572 grade 345 material Fy=50 ksi Section for column C1, W460x177 Ag=22600 mm2…

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

A: 998 kNm

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: A compound steel (E = 30,000 ksi) bar is subjected to the loads shown. Bar (1) has a cross-sectional…

A:

Q: Determine the available compressive strength (p.P) of a composite column with the length of 25 t.…

A: Available compressive strength of the column= PN= Ac(0.85 fc')+Asfy fc'=5000 psi Ac=…

Q: All columns and girders are A992 steel.

A: Given: The columns are oriented in the frame such that the x axis is out of plane and y axis is in…

Q: A 14 ft long W12 x 65 beam-column is part of a braced frame and supports service loads of Pp = 180 k…

A: W12x65 , Ag = 19.1 in2, Ix = 533 in4  , Lp = 11.9 ft   and Lr = 35.1 ftLb = 14 ft  , Cb = 1.0 Kx =…

Q: 35' D=380 kips L = 1140 kips |:+ 10' 15' J

A:

Q: The beam shown in Figure 2 is a W18×40 of A992 steel and has continuous lateral support. Th two…

A: (a) LRFD Wu = Factored dead load on beam = 1.2*service dead load service dead load = self weight of…

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: For the frame shown in Figure 3, beams are oriented to bend about their strong axis. Structural…

A: Given data: For column A- Deal load, DL=220 kip Live load, LL=350 kip For column B- Deal load,…

Q: The beam column shown below is part of a braced frame. The factored loads and moments are given as…

A: Section properties of W 14 x 61:Ag = 17.9 in2ry = 2.45 inrx = 5.98 inIx = 640 in4Slenderness…

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

A:

Q: Sidesway is prevented for the beam-column shown in the Fig. P11-17. If the first-order momen ts…

A: LRFD is another steel building design tool. It allows the designer to choose the design methodology.…

Q: HOMEWORK-1 - 3m· For the truss shown in the figure; a) Calculate the bar forces for F=4000 kg.

A: a.given that,  F=4000kg 1-2=4m 1-3=3m 2-3=42+32=5m so, we have to calculate the bar force.

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

A:

Q: The steel beam AB has a uniformly distributed load (UDL) w1 = 6 kN/m acting along its full length L1…

A: Answer  To calculate the deflection at midspan of a given simply supported beam we have f =…

Q: Pe Po Pp P. If lateral support is provided at both ends, and at the load points, select the lightest…

A:

Q: For the composite shaft shown, the total twisting angle is the sum of the twisting angles of steel…

A: False The shafts are bonded together as a composite bar so they will have strain compatibility. As…

Q: A compression member with an effective length of KL = 12 ft is built up from a W shape and a…

A:

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: 4. The steel truss that is shown in the Figure below is loaded with three concentrated service live…

A: Factored live load = 200 kNForce on the member is calculated using the Influence line diagram.Member…

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

A:

Q: DL = 0.372 kilo lb/ft LL =0.432 kilo lb/ft -29 ft Take the elastic section modulus as 103.2 in³,…

A:

Q: 4. The steel truss that is shown in the Figure below is loaded with three concentrated service live…

A: Factored live load = 200 kNForce on the member is calculated using the Influence line diagram.Member…

Q: The beam shown in the figure has continuous lateral support of both flanges. The uniform load is a…

A:

Q: An ASTM A992 W21x111 steel column is 18 ft long and is fixed at the bottom and pinned at the top. It…

A: A992 steel has  fy= 50ksi E = 29,000ksi

Q: Question 3 Please determine the number of Degree of Freedoms (DOFs) of the structures in below when…

A: Degree of freedom is defined as minimum numbers of independent variables required to define the…

Q: The beam will be constructed from a standard steel W-shape using an allowable bending stress of 30…

A: section depth width web thickness flange thichness sectional area wt/ft Ix Iy sectional modulus…

Q: The beam shown in the figure is a two-span beam with a pin (hinge) in the center of the left span,…

A: We need to find the maximum Moment on the beam and compare it with the W 12 x 79 beam Moment…

Q: Sidesway is prevented for the beam-column shown in the Fig. P11-17. If the first-order momen ts…

A: L = 12 ftPDL = 60 kPLL = 70 kMDx = 12 ft-kMLx = 15 ft-k

Q: PROBLEM 4: The beam shown the figure below is a W16x31 of A992 steel and has continuous lat- eral…

A:

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: HOMEWORK-1 3m For the truss shown in the figure; Design members 1-2 and 2-3 assuming that out of…

A: a.given that,  F=4000kg AB=4m AC=3m BC=42+32=5 m so, we have to calculate the bar force.…

Q: Determine the forces in all the members, and state if these members are in tension or compression.…

A: Given data  Span length  Vertical loading  Horizontal loading.    At joint D only two members are…

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…

Q: Given the truss shown, solve the following. Use A36 steel and assume there are two lines of three 19…

A: Answer  Let us first calculate the reactions Consider Moment equilibrium at A Dy * 12 = 200 * 10.5…

Q: For this Problem, kindly refer to our Textbook, Steel Design Fifth Edition by William T. Segui. For…

A: Solution: Given: load = 85 kips Direct shear: V=855=17 kips Find the centroid location: x=3×35=1.8…

Q: The W21x 201 columns on the ground floor of the 5-story shopping mall project are fabricated by…

A: For A36 steel fy = 250MPa For W21 x 201, (Iy)w = 226.7x106 mm4 ; Aw(area of w-section) = 38230 mm2…

Q: AW14 x 53 of Grade 70 steel is used as a compression member. It is 30 feet long, pinned at the top…

A:

Q: .3 m Pa = 1100 kN Ma = 325 kN - m W12 X 106 K₂ = K₂ = 1.0 Ma = 325 kN - m Pa = 1100 kN W12 x 106 w =…

A: From given data: Cm = 1 B1 = 1.04 Below was the explanation.

Q: A column is formed by welding two A36 MC sections back-to- back. The column is 32 feet long. With…

A: Following are the given information. A=6.45 in2, d=10 in bf=3.32 in, x=0.990 in Ix=102 in4, Iy=6.40…

Q: Verify the adequacy of column AB, part of a sway frame structure, to carry the loads shown in the…

A: fy = 250MPa