5 kN A В C 3 m 5 kN F D а 3т 3 m a 5 kN | H I G
Q: For the truss shown below is supported by a pin at A and roller at F. If it is loaded with P (kips)…
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Q: Q1- For the shown truss , the force in member (BH) is : a) - 47.1 KN (C) b) 50 KN (T) c) 60 KN (T)…
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A: P1=117kN P1=49kN To find force in member BD
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A: The free body diagram of the body is shown below, The algebraic summation horizontal force should…
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Q: 2-3. If the load P on the beam causes the end C to be displaced 10 mm downward, determine the normal…
A: The given figure is shown below:
Q: 100 kN 100 kN E |D 35 kN 3 m C 7 m В 4 m -3 m- -3 m- 4 m-
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Q: Determine the forces in members BC and CF of the loaded truss. Enter a positive number if in…
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Q: Determine the forces in members BC and CF of the loaded truss. Enter a positive number if in…
A: This question is related to the Truss from Structural Analysis. In this question we calculate force…
Q: Determine the forces in members BC and CF of the loaded truss. Enter a positive number if in…
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Q: Determine the force in members DF and DE of the truss shown. 30 kN 20 kN D F 1.5 m 2 m |C E -2 m-2…
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Q: EI - 3*10" KN.m² Q/ For the beam shown in Pig. a1). Find all moments (Use s.D.M)
A: The beam is a horizontal member of the building or structure. It can use to transfer the load from…
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A: The FBD of the truss is shown below:
Q: Determine the forces in members BC and CF of the loaded truss. Enter a positive number if in…
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Q: Determine the forces in members BC and CF of the loaded truss. Enter a positive number if in…
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Q: B h 0.7 m 1 kN 0.4 m -0.6 m 1.2 m
A: ∈FY =0=> CY =WY+1∈MD =0CY×0.6=1×(1.2+0.6)CY =3KNWY =2KN∈FX =0DX =0a) when h =0.1mθ…
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Q: 3) A truss is subjected to a load at B and C. 8 kN 1.5 8 kN 1.5 4 m 2.5 A) Compute the force in…
A: A) Compute the force in member BE. B) Compute the force in member AE. C) Compute the force in member…
Q: etermine the force in each member of the truss shown by method of joint. Use a = 1.2 m, b= 1.4 m,…
A: to find force in all members of the truss
Q: Determine the force in members DG and FI of the truss shown.(Hint: Use section aa.)
A: The given figure is shown below:
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Q: Draw the S.F.D and B.M.D for the girder in the system shown in Fig. (5).. 230 2m 60 kN/m 4 m 2 m →
A: The girder system is given, we need to draw Shear force and bending moment diagram
Q: Determine the force in each member of the loaded truss. All triangles are 3-4-5. Enter a positive…
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Q: Determine the force in each member of the loaded truss. All triangles are 3-4-5. Enter a positive…
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A: The given data is: P1 = 10 kN P2 = 20 kN
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Q: The truss shown is supported by a pin at A and a roller at F. Two force are applied to the truss.…
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Q: Problem #3 Am D B -2 m- 2 m- -2 m BkN C KN Y KN Determine the force in each member of the truss.…
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Q: Determine the resultant forces at pins B and C on member ABC of the four-member frame.
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Q: Problem A truss is subjected to the following forces as shown. Determine: (a.) The magnitude of the…
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- A built-up section consisting of W 350 x 90 with two 12 – mm plates welded to form a box section as shown in figure. The section is used as a column 10 meters long. The column is fixed at both ends, and braced at mid height about the weak axis (Y-axis). Use Fy = 248 MPa. Properties of W350x90: bf=250mm tf=16.4mm d=350mm tw=9.5mm Ix=226x10^6 mm^4 Iy=44.54x10^6 mm^4 A=11,550 mm^2 a. Determine the effective slenderness ratio of the column with respect to lateral buckling about the x-axis. b. Determine the effective slenderness ratio of the column with respect to lateral buckling about the y-axis. c. Determine the axial load capacity of the column in kN.A flooring system consists of parallel I-beam sections spaced at 3 m on centers with simple spans of 6m. The beam supports a 200mm thick slab that laterally supports the top of the beams. The flooring system is designed for a superimposed load of 1750 N/m^2 The properties of the I-beam sections are: d= 352mm, tw= 7mm bf=170 mm, tf= 10mm Ix= 0.00012m^4, W= 44.85 kg/m Fy- 248 MPa,E= 200,000 GPa 1. Calculate the plastic section of the steel section in mm^3 2. Calculate the nominal strength (kN.m) of an individual beam if it is laterally supported by the concrete slab. 3. Calculate the unfactored service dead load on an individual beam in kN/m 4. Calculate the maximum service live load (kPa) the beam can sustain under LRFD provisions using φb= 0.9 5. Calculate the maximum live load (kPa) the beam can sustain under ASD provisions using Ωb=1.67At-beam has a width of flange equal to 700mm and a thickness of 100mm. It has an effective depth of 450mm and the width of the web section is 350mm. It is reinforced at the bottom with a steel area of 2925sq.mm. fc'=17.24MPa, fy=413.7MPa. The depth of the compression block is _mm. A. 136.00mmB. 146.00mmC. 126.00mmD. 156.00mm
- The simply supported beam consists of a W530 × 66 structural steel wide-flange shape [E = 200 GPa; I = 351 × 106 mm4]. Determine(a) the beam deflection at point A.(b) the beam deflection at point C.Assume P = 44 kN, w = 87 kN/m, LAB = 4.0 m, LBC = 4.0 m, LCD = 4.0 m, LDE = 2.0 m.Answer:vA = mmvC = mmM13A floor system is supported by WF A36 steel beams 7.7m long and spaced 3.8m on centers. The beams are simply supported at their ends and are laterally supported over the entire span. Assume compact section and neglect beam self-weight. The properties of the beam section are: d = 559 mm, tw = 47mm, bf = 299mm, tf = 57mm, k = 72mm, shape factor SF= 1.2, Sx= 8478x10^3. Use allowable deflection (1/360) of beam span. Calculate the ULTIMATE floor load in KPa that the beam can carry against SHEAR. Express your answer in 2 decimal places
- A steel column carries an axial load of 785 kN and a moment of 72 kN-m at the top and moment at the bottom which is only70% of the moment at the top. The two moments are in opposite direction and applied about the x-axis and the steel section has the following properties: A = 12818 mm2rx =109 mmry= 94 mmSx = 1200 x 103 mm3K= 1.0L= 3.6 mE = 200,000 MpaFy = 248 MpaUse NSCP specification for compressive stress and Fb =148 Mpa. Questions:From the Interaction Formula, compute the interaction value. Assume that the column is braced against joint translation (sidesway).Repeat Prob. 3-5 using singularity functions exclusively (including reactions).i want handwritten and correct I have attached final sol pls do it fullcolumn section = ISHB 450 Bracket plate thickness in mm =11 p=450KN E=330mm p=55mm bolt size =M20
- A steel column carries an axial load of 787 kN and a moment of 69 kN-m at the top and moment at the bottom which is only70% of the moment at the top. The two moments are in opposite direction and applied about the x-axis and the steel section has the following properties:A = 12974 mm2rx= 109 mmry= 94 mmSx = 1200 x 103 mm3K=1.0L= 3.6 mE = 200,000 MpaFy = 248 MpaUse NSCP specification for compressive stress and Fb =148 Mpa. Questions:Determine the Compressive Stress if Axial load only existed.A steel column carries an axial load of 787 kN and a moment of 69 kN-m at the top and moment at the bottom which is only70% of the moment at the top. The two moments are in opposite direction and applied about the x-axis and the steel section has the following properties:A = 12974 mm2rx= 109 mmry= 94 mmSx = 1200 x 103 mm3K=1.0L= 3.6 mE = 200,000 MpaFy = 248 MpaUse NSCP specification for compressive stress and Fb =148 Mpa. Questions:Determine the Compressive Stress if Axial load only existed. Note: The answer should close 60 MPAQuestion:- A 7.5 meters long simply supported structural steel beam carries two concentrated loads P at every third points. Use A 572 Grade 65 steel with Fy=448.18 MPa. The beam is W310x23.8 section having the given properties. A=3040mm² d= 305mm tw= 5.6mm bf=101mm tf= 6.7 mm Ix= 43x10⁶ mm⁴ Iy=1.2x10⁶mm⁴ a) Calculate the allowable bending stress of the compression flange of beam 7.5 fully supported against lateral movement. b) Based from the previous question, calculate the value of concentrated load P that the beam could support safety.