5. the gusset plate is subjected to the forces of four members. Determine the force in member B and its proper orientation 0 for equilibrium. The forces are concurrent at point O. Take F=12 kN. T

Q: Determine the horizontal and vertical components of force at pins B and C. The suspended cylinder…

A: Draw FBD of CB: Resolving horizontal and vertical forces:

Q: Determine the force (kN) at member BG. 40 kN 40 kN 40 kN D. 5 m F 3 at 5 m = 15 m

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Q: CB kN AB kN 2.5m 2.5m 3. Determine the forces in the truss shown in B D 2.5m Figure by using method…

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Q: 3- Determine the force T and C 3 kN 20 T. 16 kN 40 8 kN

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Q: 4. Determine the displacement at point D. El is constant. Freed B Pinned 5 kN/m D

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Q: Determine the degree of indeterminacy and the bar force of member AD. All areas are equal and…

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Q: 1.) Solve the bending stress about poin and B 200kN m

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Q: Determine the components of the 2 KN force along the oblique axes a and b. Determine the projections…

A: Draw the line AB To find out the angle A, using the properties of triangle  ∠A+45°+15°=180°∠A=120°…

Q: A shear force of V = 18 kN is applied to the box girder. Determine the shear flow at point C.

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Q: . Replace the loading by an equivalent resultant force and specify where its line of ction…

A: To find resultant force and it's location from point C

Q: Determine the internal forces in member ABC at point J

A: The axial force in the member ABC is given by: AABC=400cos50=257.115 N The shear force in the member…

Q: 全 L A B

A: FBD of the given problem:

Q: The quarter-circular cantilever beam is subjected to a uniform pressure on its upper surface as…

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Q: Question 1. Determine the tension force in member C and its angle e for equilibrium. The forces are…

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Q: O Replace the distributed loading by an equivalent resultant force and specify where its line of…

A: Need to find out resultant force and distance from C

Q: 07. The resultant of the three forces is the force R = -170j kN acting through point B. Determine P,…

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Q: 2 m 5 kN B Determine the force in member BC, in kN. 3 m 10 kN 5 m

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Q: F16-10. Determine the Teaction at the Foller B. El is constant. M. B-

A: - Let Va , Vb , Vc be vertical reaction at joint A, B and C respectively. Also, Hc is horizontal…

Q: Eхаmple (1) The direction of the force (P) is (30° components is (30N). ina find the horizontal…

A: Step 1

Q: Determine sum of vertical support reaction at A and B

A: Given data : The value of point load P1=5 KNThe value of point load P2=4 KNTo find :Sum of vertical…

Q: 2. Assume that support at A is fixed and at C is pinned. Using slope deflection method, 2 kN/m 3m 4…

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Q: A horizontal force P = 69,651 N is pushing an inverted L-frame supported by a foundation at the…

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Q: Determine the tension at calble AB and force F in the loading system below for equilibrium.

A: The figure is as shown below

Q: plate. If the forces are concurrent at point O, determine the magnitudes of F and T for equilibrium.…

A: For any system to be in equilibrium, equilibrium equations must be satisfied. Here the system has to…

Q: A shear force of V = 450 kN is applied to the box girder. Determine the shear flow at points C and…

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Q: respectively and vertical force of P = 75kN applied at joint C. Determine internal member forces…

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Q: 6–70. Determine the horizontal and vertical components of force at pins B and C. The suspended…

A: Take moment about C:∑ MC=0W2.8-T0.2+FB=075×9.81×2.8-75×9.81×0.3+FB1.522+1.522=0FB=1532.8 N

Q: 2/40 The 30-N force P is applied perpendicular to the portion BC of the bont bar. Dotermino the…

A: Calculate the bending moment at point B due to load P Moment (MB)= Force×perpendicular…

Q: 3 Determine the following: 1. Axial force on DI. 2. Axial force on KO. 3. Axial force on OP.

A: Given data,

Q: PB

A: The principal of superposition for a cantilever beam tells standard result for the slope and…

Q: Consider the simply-supported overhang beam shown. There is a pin support at A, a roller support at…

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Q: The load of point E is 0. Get the force of BD, CD, and CE

A: Consider the figure. Here, T is tension and C is compression.

Q: The resultant of the three forces is the force R = -170j kN acting through point B. Determine P1,…

A: GIVEN  R=-170 kn As resultant of p1,p2, and p3 is given R so we will try to convert p1,p2, and p3 in…

Q: D. D 1083 N

A: Data Given: Asked: Resultant force in member AB

Q: The member of the structure weights 200 Ib/ft. Neglecting the weight of the member find the safe…

A: Given The area and maximum stress of member AB and BC are 200 sq.in., 300 Psi and 300 sq.in., 400…

Q: 3.68 Determine the hydrostatic force F on the triangular gate, which is hinged at the bottom edge…

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Q: The force R is the resultant of P and Q. Determine Q and the angle 0. y P= 3 kN 55° R= 2 kN

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Q: The beam is subjected to an internal moment of M = 140 kN.m. Determine the bending stress developed…

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Q: The pole is subjected to the force F which has components Fx = 4.6 kN and Fz = 1.3 kN. If B = 65°,…

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Q: 2. Determine the resultant couple moment (in kN-m) acting on the plate in the shape of a…

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Q: Determine the normal force at a section through point C. Take P = 11 kN. P 0.1 m 0.75 m 0.5 m 0.75 m…

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Q: Determine the internal forces at point C.

A: It is asked to calculate internal force at point C

Q: |7 kN 4 kN/m Determine the internal normal force, 30 kN-m shear force, and moment at point B in the…

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Q: Determine the force (kN) at member BG. 40 kN 40 kN 40 kN | c C D 5 m G 3 at 5 m 15 m %3D

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Q: The gusset plate is subjected to the forces of four members. Determine the force in member B and its…

A: Finding out force in member B and angle.

Q: Determine the moment M in kN-m that must be applied to the beam to create maximum stress of 98 MPa.…

A: Determine the moment M in kN-m that must be applied to the beam

Q: Determine the shear force at points C

A: Given: Loading condition for simply supported beam To find: Shear force at Point C

Q: 5.58 The homogeneous 860-kg bar AB is supported by a ball-and-socket joint at A and two cables…

A: Co-ordinates of point A = (0,0,0)m Co-ordinates of point B = (-4.5,0,4)m Co-ordinates of point C =…

Q: W is standing at the middle weight of the beam. of the strut rod 2.70 m C 2.70 m If the canacityL of…

A: