10 kN B 2 m 3 m 3 m 45° 15 kN
Q: The armor shown supports a pedestrian bridge between two buildings that it exercises vertical…
A: To determine the axial force in member BC of the given truss. In the method of section, a…
Q: PROBLEM: Prove that the truss shown is statically determinate and solve for the force members. State…
A: Solution: Check for static determinacy: member = 21, reactions = 3 and joints = 12 m+r=21+3=24 2j =…
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Q: The signboard truss is designed to support a horizontal wind load of 640 lb. If the resultant of…
A: We have to determine the value of force in member BG and BF if the force are positive than tension…
Q: 2KN 0,7kN 0,3KN 0,5tf M G 8 x (a)m
A: Given Data: a=1.1 m p=1 kN big vertical member is 2m Small vertical member is 1m
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Q: The signboard truss is designed to support a horizontal wind load of 530 lb. If the resultant of…
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Q: Determine the maximum safe value of W that can be carried by the beam show if the allowable bending…
A: Allowable bending stress for tension= 20 Mpa Allowable bending stress in compression= 60 Mpa
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Q: The rigid bar ABC shown is hinged at A and supported by a steel rod at B. Determine the largest load…
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Q: For the truss shown in the figure, determine the force acting in the member BC. Use P = 437 kN.…
A: Draw the free-body diagram of the truss. Calculate the angle at joint A. tanθ=34.5θ=33.69°…
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Q: 3.For the beam loaded as shown, determine the support reactions 9 kN B C A 1.2 m 0.6 m
A: Using method of consistent deformation treating Rb as redundant.
Q: II- Stress Analysis of Trusses 2. Calculate the internal force in members EJ and LC. 2,400. Ibs…
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Q: Determine the force in members CDof the truss in kN and state if the members are in tension or…
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Q: Determine the forces in members BE and ČE of the loaded truss. The forces are positive if in…
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Q: For the truss shown in Figure 2.3b, determine the force in member DK if x = 5 m, y = 7 m and P =…
A: Given data in question Truss Dimensions Point loads To find out Force in member DK Note We will…
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Q: E D F I H G -4 ft 4 ft 3000 lb 1000 lb В y A K 4 ft- Determine the magnitude of the force (in Ibs)…
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Q: Ex.13 The points B,C and D of the cantilever framework shown are attached to a vertical wall. The…
A: Consider the figure,
Q: PROBLEM: Prove that the truss shown is statically determinate and solve for the force members. State…
A: Truss, no.of members = 21 no.of joints = 12 Length of the truss = 3+3+3+2+2+2 = 15m Height of truss…
Q: 14. A pin-connected structure consists of a rigid beam ABCD and two supporting bars. Bar (1) is an…
A: Given :
Q: F = 3.3 kN, a = 2.4 m, b 3 m, c= 2 m, and d = 2 m.
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Q: H.
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Q: F ANALYSIS OF STRUCTURE The truss shown in the figure is loaded with forces at the joints of the…
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Q: Figure Ql shows system of truss. The system having two support which is pin at joint A and roller at…
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Q: PROBLEM: Prove that the truss shown is statically determinate and solve for the force members. State…
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Q: Example 5:- Determine the force in each member of the truss. State if the members are in tension or…
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Q: Determine the force in member of the truss shown, and state if the member is in tension or…
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Q: Determine the force in member BC and indicate if tensile or compressive. 1 kN 1 kN 1 kN 1 kN 1 kN 2…
A: Given, A truss,
Q: 2. Given the truss below, calculate the forces in each member in kN. Indicate also if the member is…
A: calculate the forces in each member in kN. Indicate also if the member is on Tension or Compression.
Q: Answer as negative value if the force is in compression and positive if it is in 2.47 2.77 3.17…
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Q: 3. The cantilever truss is loaded as shown in the figure; determine the force in members BD, CE and…
A: Consider the figure.
Q: The rigid bar ABCD of negligible weight is initially horizontal, and the steel rods attached at A…
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Q: The maximum force any member can support is 24 kN in tension and 35 kN in compression, determine the…
A: Given Data : tension force = 24 kN compression force = 35 kN length of ED section = 4 m length of DC…
Q: Determine if the structure is statically determinate, indeterminate or unstable. Determine the zero…
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Q: The signboard truss is designed to support a horizontal wind load of 750 lb. If the resultant of…
A: Given Truss Required Force in member BG, BF
Q: F. 15m 1,5 m 20 m 2,0 m
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Q: 2. From the truss shown below, determine the force and state whether its in compression or tension…
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Q: Determine the force in each member of the loaded truss using the method of joints. C D 2 m 2 m E 2 m…
A: We have to determine the force in each member of the loaded truss using the method of joint as per…
Q: Member(s) of the frame shown below caries/carry zero force is/are 10 kN- EO 60% 30
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Q: 30 kN 30 kN 30 kN 60 kN 30 kN 60 kN 8 m H 30 kN B D E G 6 at 4 m = 24 m
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Q: The signboard truss is designed to support a horizontal wind load of 730 lb. If the resultant of…
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Q: 3 E 8 m 3 m 6 m 3 m G. 40 kN 50 kN 8 m In the truss loaded as shown, determine the force in the…
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Find the value of internal force member and state if it is in Tension or Compression
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- For the ff. beams:a. Determine the location of the neutral axis from the bottom of the beam.b. Calculate IY.c. Calculate IX using the three approach. (The three approach) • combine the area using bh3/12 • minus the area using bh3/12 • using bh3/3P1= 100KN A=4A rectangular reinforced concrete beam with width of 300 mm & effective depth of 600 mm is subjected to a service bending moment of 200 kN.m. The beam is reinforced with 4-32 mm diameter bars. n = 8. 1. Compute the distance kd? a. 246.33 mm b. 353.67 mm c. 170.33 mm d. 302.33 mm 2. Which of the following gives the moment of inertia about N. A.? a. 4173.81 x 106 mm⁴ b. 3471.81 x 106 mm⁴ c. 4371.81 x 106 mm⁴ d. 4713.81 x 106 mm⁴ 3. Which of the following most nearly gives the maximum stress in steel in Mpa? a. 100 b. 110 c. 120 d. 130
- Find the linearization of f(x) = 3+∫1x2 sec ( t -1 ) dt at x=-1.Q5. Crank OA Rotates With Uniform Angular Velocity 0, = 4 Rad/s Along Counterclockwise. Take OA= = 0.5 M, AB=2r, And BC = V2r. For The Instant, P=45, OA Is Horizontal And AB Is Vertical. Determine The Angular VelocityP1 = 800 N and P2 = 450 N. Determine the sag yB of B and yD of D.