hin the figure 9, assume clockwise moments as positive, force F= 432KN and force P =500 KN. Compute the moment of Force P @ points B. E A F D В
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Q: Q2/ Determine the resultant moment of the forces about point I F=400N 100 N D 30 A B C 45°
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Q: Determine the magnitude of the bending moment at C. Assume a-5.0 ft, b- 10.0 ft,c=5.0 ft, w 1080…
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Q: Q2/ Determine the resultant moment of the forces about point B F=400N 100 N D 30° A B C 45° 0.3 m…
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Q: 7 If the resultant force is required to act along the ositive u axis and have a magnitude of 5 kN,…
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Q: Q1): Determine the moment of the force system of figure below: (a) with respect to point O. (b) with…
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Q: Compute the force in BD in kN. P1 = 51 kN, P2 = 53 kN and x = 5.3 m. write numerical value only and…
A: P1=51kN P1=53kN To find force in member BD
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Q: Q1): Determine the moment of the force system of figure below: (a) with respect to point O. (b) with…
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Q: Hinge A Plate 1.2 m. F 1.2 m x 1.2 m) B 30 Container liquid
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Q: Situation 2 | Beam ABCDEFG below is subjected to multiple loads as show. The total length of the…
A: We regret to inform you that as per our company policy we are required to answer only first three…
Q: 4. Solve for the support reactions of the beam shown below using SDM. Assume beam is prismatic and…
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Q: Solve the Shear and Moment Ordinates and draw the Diagrams. 7 kN/m- 3 kN/m ← 2 m Al B 3 m C
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Q: Using area method. From the figure shown, 10 kN/m 10 kN/m 5 kKN/m B -3.0m- 12.0m- Figure 4 a. Draw…
A: ∑FX=0 HA=0 ∑FY=0 RA+RB=5×3+12×3×5+12×12×10....1 ∑MA=0…
Q: 1.7 kN/m 3m Mui 1m 20KN
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Q: A В C a
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Q: Q2: Using the slope deflection method, determine the moments at A, B, and C and the support…
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Q: 31 - Loading status in figure q= 4 kN ⁄ m, P = 48 kN in the bar dimensions L= 2 m and e= 0.5 m.…
A: given beam
Q: 2. Draw the shear and moment diagram. 2 kN/m 6 kN-m 2 m
A: Answer: Need to draw the shear force and bending moment diagram, of the above beam.
Q: f the resultant force is 600N directed downwards, determine the magnitude and direction of force F.…
A: To find magnitude and direction of force F
Q: Question 6 E F D 225 kN 6 m A B 6 m 6 m Using Cantilever Method, determine the Shear force at EF in…
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Q: D E F 225 kN- 6 m B 6 m -6 m Using Cantilever Method, determine the Shear force at EF in kN.
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Q: SITUATION 2: The cantilever beam shown is fixed at C. Given: L=2.5 m, a=0.3 m, P=40 kN, w=8 kN/m…
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Q: roblem 2 1200N 35° Determine the horizontal and vertical reaction at A, The reaction at G and the…
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Q: What is the Maximum moment in kN-m. Given: w = 45, a = 4, b = 3, and c = 2. w kN/m D B. am b m Rp RA
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Q: Determine the shear value (kN) when x = 3m from the left side of the beam where: L = 5.9 m; Wo = 128…
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Q: Question For structure below, complete the missing loading and support data NB: If support A is a…
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Q: Q.3. Determine the length b of the triangular load and its position a on the beam such that the…
A: Reaction =012×6×b-2×a+b=03b-2a-2b=0b=2a...........1
Q: 10 kip/ft 50 kip · ft A 5 ft 5 ft The simply-supported beam above is subjected to a uniformly…
A: Support reaction : Apply equilibrium condition ∑MB=0RAY×10-10×5×52+5+50=0RAY=32.5…
Q: Determine the shear value (kN) when x = 2.2m from the left side of the beam where: L = 4.9 m; Wo =…
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Q: LEM #1 4 kN/m A 6 m В 10 kN
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Q: Design the bridge girder shown for an ultimate moment of Mu= 5400 kN.m using the given data.
A: given- a bridge girder carrying an ultimate moment of 5400knm required-to design the girder beam.
Q: PROBLEM: DRAW THE SHEAR AND MOMENT DIAGRAM AND SOLVE FOR THE MAXIMUM FLEXURAL STRESS IN THE BEAM.…
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Q: A C E a b From the given beam in the figure, using a uniform live load of 17 kN/m and a concentrated…
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Q: Assume that P = 13 kips and L = 5 ft. Determine the reaction force at C. Assume that El is constant…
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Q: The 30 ft long simply supported beam slopes at a 9:12 pitch and is supported by Pin C and Roller D.…
A: The forces acting in the upward direction is positive and downward direction as negative.The forces…
Q: P kN В W kN/m 12 m A 5 m 5 m Draw the schematic / blown-up diagram of the frame showing the member…
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Q: P = SN kN 1. For the force in the figure, determine the rectangular components along u and v axes if…
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Q: 6OKG Considering all Surfaces friction is 0.3, Determine the Maximum Value of force P without…
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Q: D E F 225 kN- 6 m A В C 6 m 6 m Using Cantilever Method, determine the Shear force at BE in kN.
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Q: w kN/m 120 kN A В D 2.0 m 6.0 m 2.0 m
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Q: From the given Beam, Compute the Following: a.) Reaction at A and B b) Shear and Moment at D c.)…
A: Hi! Thank you for the question As per the honor code, We’ll answer the first question since the…
Q: Q2/ Determine the resultant moment of the force about point C F =400N 100 N D 30 45° 0.3 m B 100 N…
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Q: Determine the shear value (kN) when x = 1.4m from the left side of the beam where: L = 4.2 m; Wo =…
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- Determine the central axis of the system with sliding vectors defined as follow: A = 2i + j + 3k; A(0,0,1); |B| =6; Bx>0; 2(x-1)=y=z; |C| =3; Cx>0; C(3,0,0); 2cosα=cosβ=cosγ (relation of the direction cosines of the resultant)Set P1_1 = 58 kN , P2_2 = 33 kN . (Figure 1)Step 2 1st condition Bending moment at hinge D =0 Rc*2 = (3*2)*(2/2) Rc = 3 KN Rc = 3 KN (upward) could you explain where these numbers coming? Why that divided by two? and is formula like this: 3kN/m*2m*2m/2m? 2nd condition Bending moment at hinge F =0 RB*2= (3*4)*(3+4/2)-3*7 RB = 19.5 KN RB = 19.5 KN ( upward) Same this formula If you can explain this like drawing this on paper and write where all meters and number come, that would be help me. If you could also tell the direction, where you would calculation them
- Solve for: 1. Maximum W in kN if each leg resist 10.098 kN. 2. If W is 49 kN. what is the force resisting of leg DA? 3. If W is 51 kN. what is the force resisting of leg BA?What is the Vertical component (y-component) reaction force at support C? A. 600N, ( + ) upward B. 200N, (+) upward C. 600N,(-) downward D. 200N,( - ) downward SHOW SOLUTIONSA cantilever beam carries a trapezoidaldistributed load (see figure). Let wB = 2.5 kN/m,wA = 5.0 kN/m, and L = 2.5 m. The beam has amodulus E = 45GPa and a rectangular cross sectionwith width b = 200 mm and depth h = 300 mm.Use the method of superposition and Cases 1 and8 in Table H-1 to calculate the def lection and rotationat B.
- If F = 5 kN and θ = 30°, determine the magnitude ofthe resultant force and its direction, measured counterclockwisefrom the positive x axis.determine the vertical reaction at B in kN using any Geometric Method. Consider 250 mm x 400 (b x h) mm section and E = 100,000 MPa. Enter the absolute value only and round-off your answer to 3 decimal placesWith the help of a free body diagram, Replace the loading by an equivalent resultant force and couple moment acting at point O. Suppose that w=40lb/ft . Determine the couple moment.
- In the cage system below; It is under the effect of a P=250 kN load acting at an angle of θ=75° from the point C. Calculate the horizontal displacement (cm) to the right at point C. (E=2000 kN/cm2 and A=50 cm2 shall be taken for all rods.)Forces P and Q act on the screw shown. If the force magnitudes are P = 700 N and Q = 1000 N, determine the angle of direction ? of the force P so that the resultant force on the screw will be acting horizontally. What is the magnitude of the resultant force R?The cylinder of weight, W, shown below is being hoisted up with the force F against the vertical wall. If us = 0.57 a. Determine the reaction force (resultant of normal force and frictional force) against the vertical wall. b. Calculate the force, F, needed to set the cylindrical roller in motion W or W1 (in kN) = 516