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Q: Without writing shear and moment equations, draw shear and moment diagrams for the beams in the foll...
A: To find Shear and moment diagram
Without writing shear and moment equations, draw shear and moment diagrams for the
beams in the following problems. Give numerical values at all change of loading positions
and at all points of zero shear.
TOPIC: SHEAR AND MOMENT BY AREA METHOD
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- Dead Load= 20 kN/mLive Load= 30 kN/mUnit weight of concrete= 23.56 kN/cu.mf'c= 27.6 MPafy= 414 MPaCompute the shear and moment diagram.Use Area-Moment Method in solving the problem. Consider 150 mm x 150 mm section and E = 80 GPa. A=2.8 B=24.0 C=28 Determine: Vertical Reaction at B in kN. Moment Reaction at A in kN-m.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.)
- The moment diagram (answer in kips) P=8.3 kips, b = 23 ft, h=13 ftConsider water flow through a horizontal, short garden hose at a rate of 43 kg/min. The velocity at the inlet is 1.1 m/s and that at the outlet is 18 m/s. The hose makes a 90° turn to a vertical direction before the water is discharged. Disregard the weight of the hose and water. Taking the momentum-flux correction factor to be 1.08 at both the inlet and the outlet, the reaction force (in N, hint: the answer is a positive number) in the vertical direction required to hold the hose in place is ?obtain centroid moment of inertia radius of gyration, and shear center for the L angle and channel.
- Determine the reactions on the beam given the loadings below using VIRTUAL WORK METHOD. Use the reaction at C as redundant. x1= 3.5 m x2= 1.5 m w1= 30 kN/m w2= 20 kN/m M= 9 kN/m (EI)AB = 1.5EI E= 40x10^6 mm^4 I= 200000 MPaReplace the loading system by an equivalent resultant force and couple moment acting at point ?. Length AB = 1m Length BC = 2m F1 = 80 N F2 = 60 N F3 = 120 N Angle with respect to x-axis = 32 degrees Moment couple = 195 Nm: Block B has a mass m and is released from rest when it is on top of cart A, which has a mass of 3kg. Determine the tension in cord CD needed to hold the cart from moving while B slides down A. Neglect friction. =30o
- Proposed Exercise No. 01In the beam in the figure, the bending moment, the forceshear and the point of application of the load shown inthe figure shown:For the beam loaded as shown in the figure 2, determine the moment reaction at A in kN-m using Conjugate Beam Method. Consider 150 mm x 200 (b x h) mm section and E = 80 GPa. Enter the absolute value only and round-off your answer to 3 decimal places. a = 2.9 m, b = 32.9 kN/m, c = 20 kN.GIVEN: SUPPORT REACTION AT A = 15KN SUPPORT REACTION AT B = 45KN SUPPORT REACTION AT C = 20KN 1.What is the moment due to the reaction force at point A? 2. A. What is the moment due to the adjusted line load and what is the moment due to line load that cancels out the additional load from the adjusted line load? 3. What is the Area at A1, A2 and A3?