or the truss shown, Calculate the fol Vertical and Horizontal forces at Po Force is Compression or Tension normal stress in member BD normal stress in member CD B.
Q: Consider the element as compression showing in fig. and calculate the effort compression, if the…
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Q: The cantilever truss in the figure is hinged at D and E. Find the force in member BC.
A: Given:- Cantilever truss Hinged At D and E To find:- Force at member BC
Q: Determine the force in each member of the truss loaded as shown below. Indicate whether the members…
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Q: The cantilever truss in the figure is hinged at D and E. Find the force in member CE.
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Q: The truss shown is supported on roller at B and a hinge at F. Find the reactions at B and F. Find…
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Q: For the system below, find the maximum stress for the member ECD due to the combined effect of axial…
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Q: a ball and socket joint at A and supported by two cables at B. A force P is applied at B where P =…
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Q: Q.2) For the truss shown in figure below, determine the forces in BI,Cf, fg lo00
A: Note:As per our guidelines we are supposed to answer only one question. Kindly repost other…
Q: Q1. For the figure shown below, the rigid platform has negligible mass and rests on two steel bars,…
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Q: A shelf is being designed to hold crates having a total mass of 1840 kg. Two support rods like that…
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Q: PJ-1. In cach case, draw a free-body diagram of the ring at A and identify each force.
A: The expression for the angle made by the tension force in cable AB with the horizontal can be…
Q: In the frame in the figure, AC are horizontal elements and BE are vertical elements. Calculate the…
A: Given-
Q: Q2. As shown in figure, the allowable stress for tension is 200 MPa and the allowable stress for…
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Q: Truss below show supports a movable gantry. The beam has a uniform weight of 500 N/m. If x = 3 m and…
A: Given: W = 500 N/m x = 3 m P = 5000 N
Q: 4. The cross sectional area of each member of the truss is 1.6 in?. Calculate the stresses in…
A: GIVEN DATA - A PLANE TRUSS GIVEN WITH AREA 1.6in2 WE HAVE TO FIND STRESS IN GIVEN MEMBER
Q: Find the forces in parts AB, All, ED and EF in the Truss as shown in the figure and specify whether…
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Q: For the structure shown in Figure, Compute the forces in all pines.
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Q: The force in the truss AB
A: Given data; Trusses support load of =100 NLength of each truss is=1.0Cross-sectional area=200…
Q: 4. Before the 400-kN load is applied, the rigid each of cross-sectional area 1400 mm2, as shown in…
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Q: shown in figure, determine: Pif the forces in member (Compression). A. at A and G. members BC, and…
A: Consider Joint Method For support reaction ∑MA = 0 (Positive)(-4 ×2)- ( 5 × 4) - (8 × 8) - (6 ×…
Q: Figure Q1 shows bar ABCD attached to collars B and C which may move freely on its longitudinal axis.…
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Q: 2- Find the largest clamping force that can be applied by the cast iron C-clamp if the allowable…
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Q: Find the tension of the cord that extends from point C to D and compute for stress experienced by…
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Q: shown below, Calculate the support reactions at A and C Calculate the internal force at
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Q: A car weighing 130 kN when fully loadedis pulled slowly up a steep inclined track by asteel cable…
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Q: Calculate the forces in members BE and BD of the loaded truss. The forces are positive if in…
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Q: Calculate the forces in members AC, AD, and DE for the loaded truss. Restraining link BC is…
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Q: Given the beam and the external loading shown below, if L = 15 m, w1 = 510 N/m and w2 = 1,600 N/m,…
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Q: Calculate the forces in members BE and BD of the loaded truss. The forces are positive if in…
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Q: Ok A 30 k 20 k 20 k 20 k 30 k - 30 ft - – 30 fR 30 R 30 ft –
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Q: Calculate the forces in members BE and BD of the loaded truss. The forces are positive if in…
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Q: Calculate the forces in members AC, AD, and DE for the loaded truss. Restraining link BC is…
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Q: For the tension member shown, compute the tensile design strength.
A: In the Image problem was given that Numerical Value is assumed to be 6' .
Q: The cantilever truss in the figure is hinged at D and E. Find the force in member AB.
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Q: Q3: For the structure shown in Figure, Compute the forces in all pines. 50 Ib 80 Ib 6 ft (20 Degree)
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Q: The cantilever truss shown in the figure is hinged at D and E. Determine the force in each member. A
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Q: Q3 Find the reactions in supports 40N/m 4m إضافة ملف
A: Find the reaction at fixed support
Q: Calculate the forces in members AC, AD, and DE for the loaded truss. Restraining link BC is…
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Q: Determine all forces acting on member DEF of the frame shown in Figure below:-
A: To determine the force in the member DEF
Q: Find the tension of the cord that extends from point C to D and compute for stress experienced by…
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Q: As shown in Fig. 4, a steel frame with Young's modulus E-203 GPa and Poisson's rat v-0.3 is…
A: GivenE=203GPaν=0.3Ro=25cm=0.25mRi=15cm=0.15mt=5cm=0.05m
Q: Calculate the stress in members BC, BD and CD of the trusses shown if the cross- sectional area of…
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Q: Find the force in members AC and BC of the Truss shown below?
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Q: For the frame shown below, • Calculate the support reactions at A and C Calculate the internal force…
A: Given data Given force system
Q: For the system below, find the maximum stress for the member ECD due to the combined effect of axial…
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Q: 3. For the truss shown below, find the internal force of all members using method of sections. 120…
A: In three force members joint with no external load, when the two members are collinear, the third…
Q: 150 Ib/ft B 6 ft D 6 ft 12 ft -8 ft
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Q: For a force of 1.25 kN. compute the maximum stress at the fillet under the shoulder.
A: GIven: D=9 mm d=6 mm r=0.5 mm F=1.25 kN TO determine: Maximum stress at fillet
Q: For the pinned frame in the figure, calculate the pin forces acting at point B, on member BD…
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Q: Compute the reactions and calculate the force in members CF. Calculate the force member AD.
A: The diagram is: Using the Pythagoras theorem in triangle AOD,
SIMPLE STRAIN
Distance: Horizontal (A to C=8m), (C to D=8m) Vertical Distance= 10 m, Cross sectional Area for each member is A=750 mm^2 *
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- A seesaw weighing 3 lb/ft of length is occupied by two children, each weighing 90 lb (see figure). The center of gravity of each child is 8 ft from the fulcrum. The board is 19 ft long, 8 in. wide, and 1.5 in. thick. What is the maximum bending stress in the board?3) Calculate the internal forces in members DF, CE, and BD of the given truss shown in the figure below. Use the Method of Sections. G0ON GOON GOON GOON G0ON 1,5m 600 N B. 600 N A 6 at 1-20m = 7.20mProblem I. In a high-rise building construction, a boom is being used to efficiently transport materials from the ground to a certain level in the building. Shown below is a figure of the boom supporting the load 'P.' Note: P = 209kN 100 mm- -87.5 mm 2P 12.5 mm dia 10 m -10 m At the right is the support detail at B. a) What is the normal stress (in MPa) the boom is subjected to if its cross sectional area is 1174 mm?? b) Calculate the shear stress in the pin (in MPa). c) If the allowable stress in the steel cable AC is 170 MPa, what should be size (diameter, in mm) of the cable to sufficiently withstand the force it is subjected to?
- Problem I. In a high-rise building construction, a boom is being used to efficiently transport materials from the ground to a certain level in the building. Shown below is a figure of the boom supporting the load 'P.' Note: P = 135kN -100 mm -87.5 mm 2P P. 12.5 mm dia 10 m -10 m- At the right is the support detail at B. a) What is the normal stress (in MPa) the boom is subjected to if its cross sectional area is 1174 mm2 ? b) Calculate the shear stress in the pin (in MPa). c) If the allowable stress in the steel cable AC is 170 MPa, what should be size (diameter, in mm) of the cable to sufficiently withstand the force it is subjected to?Below is a connection of a Bracing in a Structure that is subject to a Force of 5 KN; please calculate the following a) Normal Effort in each Bar b) The Shear Force on the "Pin" (Screw A) 40 mm SKN, 30 mm 25 mm 5 kNFigure shows a beam made from bronze subjected to a 3.5kN.m bending couple and its respective tensile properties. i) With aid of illustration, draw the deformation of the bean and locate the position where the beam experience maximum tensile stress (αmax)t and maximum compressive stress (αmax)c. Accordingly. Determine the magnitude of these two stresses. ii) Sketch the two-dimensional stress distribution acting on point A and point B over the cross-sectional area of the beam as observed from side view. Estimate the magnitude of the stresses at those two points.
- A solid section di = 50 mm diameter steel bar; It is placed in a steel tube with an inside diameter d2 = 65 mm and an outside diameter d3 = 75 mm. The rod and tube are rigidly supported at point A and rigidly connected to a cover plate at point B. L = 660mm, T = 2 kN.m a) According to the maximum shear stress in the rod and tube; b) Calculate the angle of rotation of end B in degrees. (G = 80 GPa)a) What is a truss? Explain shortly in your own words, and illustrate with one example. b) For the truss in the figure below, determine the zero- force members and give a short explanation to support your answer. A -3 m- F 44 B C P -3 m -3 m E 000 D P 3 m4. A force Q is applied to a rectangular member with a size of 300mm x 450mm. Q is located 37.5mm left and 60mm north of the center of gravity and induces a stress of 1.75 MPa compression at point A. a) What is the axial load at Q in kN b) What is the stress induced at point C & D in MPa A B D
- 1. For the frame and the loading shown to the right: a) Draw the free body diagram of the entire frame and the free body diagrams for all the components of the frame. Identify any two-force members and use this information in your calculations. Draw and label all forces. b) Find all the forces in member ABC. Ans: Ar = 4.5 kips , Ay =5 kips , Bx = 2.25 kips →, Cx = 2.25 kips →, Cy = 5 kips T (By the way, F, = 5 kips T and FBE = 2.25kips (T)) C 4.5 kips 6 ft D 6 ft %3D %3D 6 ft %3D AO %3D ВЕ F 10.8 ftENTER YOUR ANSWER THE WAY I SPECIFY HERE IN ADDITION TO DOING IT ON SCRATCH PAPER 400 N 800 N B D A E C 2 m Use the method of sections to calculate the axial force in members AC and BC. Enter your answer in the following way rounded to the nearest whole number. Example If your answer is TAC 2 N tension TBC =3.1 N compression. enter 2Tension;3Compression Enter TAC then TBC (no space)A statically determinate three-hinged arch is shown below, L = 1.5 m and P = 3 kN. Compute the support reactions and internal forces at Sections C™ and Cº. (All reaction force and internal force answers to be entered as absolute values.) a) A Thim 2P |L6-L O B O RDy= b) C Analyse the whole arch to determine the vertical reaction forces: RA, = RDX = P 1 O KN KN 6 m 6 m Analyse either freebody AC or CD to determine the horizontal reaction forces: RAx= (T) kN D kN Thim c) Use freebody AC to determine the following: (note that subscript CL represents left of C, i.e., C) Internal axial force NCL = KN