STEEL STRUCTURE DESIGN HOME WORK -1- 1- Determine the design strength for the welded tension member L6x6x1/2 shown in figure below. The steel is A36. Gusset plate Lóxóx1/2
Q: Determine the tensile design strength of a IPB260 with two lines of 1 inch (2.54 cm) diameter in…
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Q: A W10x54 tension member with no holes is subjected to service dead load of 300 kN and a service live…
A: A W10x54 tension member with no holes is subjected to service dead load of 300 kN and a service live…
Q: a. Select a W16 of A992 steel. Use the trial-and-error approach. 1. Use LRFD. 2. Use ASD.
A: The given figure is shown below:
Q: The 10mm x 400mm plate has a steel grade of A36. The diameter of the bolt is 22 mm. The tension…
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Q: A 2L 3 x 2 x ¼ LLBB tension double angle, A36 steel is subjected to a dead load of 12 kips and a…
A: For the given double angle member,
Q: Determine the slope at point B of the beam shown in Fig a. EI is constant.
A: We can use superposition method to find the slope at point B.
Q: Determine the plastic moment strength (kN-m) of a C15x50, A36 steel, about the minor axis d = 381 mm…
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Q: AWT205 x 30 structural steel section (see Appendix B for cross-sectional properties) is used for a…
A: Given, WT205 x 30 section Length = 8.8 m or 8800 mm
Q: 4.9-7 Two plates %16 X 10 are welded to a W10 x 49 to form a built-up shape, as shown in Figure…
A: Given: Sectional properties: W10×49 Area = 49 in2Ixx=272 in4Iyy=93.4 in4 fy=50 ksiKL=25 ft
Q: Compute the nominal shear strength of an M10 x 7.5 of A572 Grade 65 steel.
A: Given: Characteristic Strength of steel (Fy) = 65 Modulus of Elasticity (E) = 29000 (Assume)
Q: An unsymmetrical flexural member consists of a 3 x 30 in. top flange, 3 × 15 in. bottom flange, and…
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Q: is used as a tension member, to carry a deadload = 300 KN and live load of 260 KN. Steel used is…
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Q: nected to a 5⁄8-inch gusset plate as shown in the figure. Determine the maximum total service load…
A: According to given data A double-angle shape, 2-L6 x 6* %, is connected to a %-inch gusset plate as…
Q: 1. A W12x35 of A992 Grade 50 steel is connected through its flange with 7/8-inch- diameter bolts, as…
A: “Since you have asked multiple question, we will solve the first question for you. If you want any…
Q: 5. A plate of 6inx 1 in with steel grade A36 (fy-36ksi and Fu-58 ksi) is used as tension member with…
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Q: USE NSCP 2015 A W460X177 is used as a compression member with one end fixed and the other end fixed…
A: Given values: Section used: W 460*177 Length, L =3657 mm One end fixed and other end fixed against…
Q: Select a rectangular (not square) HSS for use as a 15-foot-long compression member that must resist…
A: Solution Given Data Effective Length kxL=15 ftkyl=7.5 ft
Q: Five bolts are used in the connection between the axial member and the support. The ultimate shear…
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Q: Problem 4 Select the lightest W-section for the service loads; Pp (Dead Load) =150 kips, PL (Live…
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Q: EQ-2: A) Use LRFD method and design the sag rods AB or CD shown for the service live load of 30kips…
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Q: Determine the resultant load on the most stressed bolt in the eccentrically loaded connections…
A: Consider the free body diagram;
Q: A W14X120 is used as a tension member in atruss. The flanges of the member are connected to a gusset…
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Q: A 6x6x3/8 angle made of A36 steel is welded to 3/8 in gusset plate as shown below. Determine the…
A: The angle section =A 6 x 6 x 3/8 Steel type=A36 Weld size=3/8 in=9.525 mm Yield strength of…
Q: 10.0 A PL 10 mm × 150 mm tension member is welded to a gusset plate as shown. The steel is A36.…
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Q: If use single-angle (L5x3x3/8) tensile member connected by two line of bolts 7/8in at last three…
A: Tension members are structural elements that are subjected to axial tensile forces. Examples of…
Q: - The beam shown in Figure P5.8-3 is a W16 x 31 of A992 steel and has continuous lateral support. he…
A: Given -
Q: Using LRFD and A-50 steel, determine the maximum load Pu that the system below can carry. Assume…
A: We have to determine the value of maximum load Pu that the system can carry as shown in figure and…
Q: The tension member shown is a C12 x 20.7 of A572 grade 50 steel. Will it safely support a service…
A: Solution Given Data C12 x 20.7 A572 grade 50 steel service dead load = 60 kips Diameter of bolt…
Q: Compute the design shear strength of an M10 x 9 of A242 steel. Fy = 50 ksi. Blank 1 d = 10 in tw =…
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Q: 5-5: For the welded 1"x8" flat plate tension member shown, determine the design tensile capacity…
A: “Since you have asked multiple question, we will solve the first question for you. If you want any…
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 design tension strength using LRFD and ASD methods. F BO 92 OG CO DO 96 E The steel…
A: Given, Fu= 400 MPaFy= 248 MPaB=0.26 mt=0.012 mdb=20 mm⇒dh=20+2=22 mms=50 mmg1=g6=50 mmg2=g3=g4=g5=40…
Q: 63 mm 63 mm 38 mm 38 mm 63 mm 63 mm P 63 mm O O O 63 mm t= 12 mm 252 mm
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Q: Six bolts are used in the connection between the axial member and the support. The ultimate shear…
A: Allowable stress in bolt is given by ; σ = Ultimate shear strength Factor of safety σ = 3453 = 115…
Q: AC7 x 9.8 tension member is connected to a thick gusset plate as shown in Figure (2). Both the…
A: Answer We are given C 7 x 9.8 (d = 7 in, tw =0.210 in ) (from ASTM Table 1-5) A36 steel (Fy=36ksi…
Q: A W250X28 structural steel A992 section (see appendix B for cross- sectional properties) is used for…
A: Given:- A W250×28 structural steel A992 section is used for a column The length of the column = 6.5…
Q: A PL 3/8 X 6 tension member is welded to a gusset plate as shown. The steel is A36 (Fy= 36ksi, Fu =…
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Q: Q2 a) This is a concrete beam (the interior lines represent reinforcing bars), If P is live load,…
A: A beam is a primary component that basically resists loads applied laterally to the beam's hub. Its…
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Q: A PL 38 X 6 tension member is welded to a gusset plate as shown. The steel is A36 (Fy = 36ksi, Fu =…
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Q: A W10x45 tension member with no holes is subjected to service dead load of 200+(37*10)kN , a service…
A: Solution: Given Data: W10×45(Tension member)A992 Grade 50 steelFy=50 ksiCb=1.0Dead load…
Q: A 1.5" x1.5" solid steel bar is made of a steel having an Fy = 50 ksi and an Fu = 65 ksi. It is…
A: By ASCE load combination Pu = 1.2DL + 1.6LL + 0.5SL = 1.2*30 + 1.6*50 + 0.5*10 = 121 Kips…
Q: The bolted type connection will be used to assemble the given steel members. Determine the safe load…
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Q: Q: Design a tension member of A36 steel to resist a dead load of 28 kip and live load of 84 kip. The…
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Q: Calculate the vaue of b in millimeters. b. Calculate the value of the net area for tension in plates…
A: Tensile stress: - When a body is pulled by applying two equal external forces which is normal to…
Q: A WT 8x13 of A992 steel is used as a tension member. The connection is with 7/8-in. diameter bolts…
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Q: A36 steel is used for the tension member shown in Figure P3.4-1. a. Determine the nominal strength…
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Q: The beam-column shown below is pinned at both ends and is subjected to the loads shown. Bending is…
A: Many aircrafts structural components, structural connections between stages of boosters for space…
Q: A WT205 x 30 structural steel section (see Appendix B for cross-sectional properties) is used for a…
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- A W18 × 119 is used as a compression member with one end fixed and the other end fixed against rotation but free to translate. The length is 12 feet. If A992 steel is used, what is the available compressive strength? a. Use AISC Equation, compute both the design strength for LRFD and the allowable strength for ASD.b. Use Table 4-22 from Part 4 of the Manual. Compute both the design strength for LRFD and the allowable strength for ASD.Compute the maximum acceptable service load on an A36 steel plate tension member 1/4 in. x 12 in. having a single line of holes parallel to the direction of loading. The load is 25% dead load and 75% live load, and 7/8-in.-diam bolts are used.The beam shown is a two-span beam with a hinge in the center of the left span. There iscontinuous lateral support. The concentrated loads are service loads. Determine whether a W12x79of A992 steel is adequate. Use LRFD. Don’t forget to include self-weight. Please draw the completeshear diagram for the beam
- Select the lightest avaliable W-10 section to support the axial loads PD= 90 kips, PL= 120 kips, Lc= 15ft, Fy= 50 ksi Answer is W10 x 45 LRFD and ASD using the colum table in Aisc manual especially part 4 please do a step by step solution I have many problems to work on and I want to understand the entire process.Section C15 x 40 section shown carries a total service tension load of 700 kN with a dead-to-live-to-load ratio of 2:3. If the tension member has a length of 3 meters and A36 steel, determine the following: a. The effective net area b. The LRFD design strength c. The ASD design strength d. Is the section adequate? bolt diameter = 20mm S = 50mm g1-g2 length ratio = 8:10A PL15X125 is connected to a gusset plate with 4 M22 bolts. Determine the allowable and design strength. Asume A36 Steel.
- The given angle bar L125x75x12mm with Ag = 2269 sq. mm is connected to a gusset plate using 20 mm diameter bolts as shown in the figure. Using A36 stell with Fy = 248 MPa and Fu = 400 MPa, determine the nominal tensile strength based on gross yielding (kN), determine the effective net area of the tension member if the shear lag factor is 0.80, determine the ultimate tensile strength (kN) based on tensile rupture.A double-channel shape, 2C8 x 18.75 is used as a tension member. The channels are bolted to a ⅜ - inch gusset plate with ⅞ - inch diameter bolts. The tension member is A572 grade 50 steel and the gusset plate is A36. If LRFD is used, how much factored tensile load can be applied? Consider all limit states.: Verify, using appropriate Chapter E design provisions, the tabularized (Table 4-7) buckling capacity of a WT6X20 for both the x- and y-axes at (KL)x = (KL)y = (KL)z = 10 ft. Assume A992 steel.
- A 2L 3 x 2 x ¼ LLBB tension double angle, A36 steel is subjected to a dead load of 12 kips and a live load of 36 kips. It is attached to a gusset plate with a line of 3/4-inch diameter bolts through the long legs. Does this member have enough stamina? Assume Ae= 0.85 in. Use LRFD.The 10mm x 400mm plate has a steel grade of A36. The diameter of the bolt is 22 mm. The tensionmember shown has a length of 6 m. If the said tension member is carrying a tensile dead load of 698kN and a tension live load of 668 kN, determine the following:a. Effective areab. Is the member satisfactory? Use LRFD and ASD.What size threaded round rod is required for member AC shown in Fig. P4-26? The given load is a service live load. Use A36 steel.