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- The deflection curve for a cantilever beam AB (sec figure) is given by v=q0x2120LEI(10L210L2x+5Lx2x3) Describe the load acting on the beam.View Policles Current Attempt in Progress For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at C (positive if counterclockwise and negative if clockwise). (b) the deflection of the beam at C. Assume LAB = 230 mm, LBc = 170 mm, LCD= 130 mm, LDE = 290 mm, Mg = 280 N-m, P = 1260 N and a constant value of El = 510 x 106 N- mm2 for the beam. MB |B C |D LAB LBC LCD LDE Answers: rad (a) Oc = mm (b) vc=For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at B and (b) the deflection of the beam at C. Assume a constant value of El = 40 x 10^6 Ib-ft^2 for the beam; wo= 6200 Ib/ft, LAB = 3.0 ft, LBC = 6 ft, LCD = 3 ft.
- A 1m span beam carrying UDL of 384N/m whose is maximum deflection at centre 5/EI -5/EI 7/EI -7/EI Why please explain me? Ans is -5/EIFor the beam and loading shown, use discontinuity functions to compute(a) the slope of the beam at C (positive if counterclockwise and negative if clockwise).(b) the deflection of the beam at C.Assume LAB = 210 mm, LBC = 140 mm, LCD = 120 mm, LDE = 260 mm, MB = 200 N-m, P = 1080 N and a constant value of EI = 590 × 106 N-mm2 for the beam.please translate the following problem descriptions into al diagrammatic representation, solve for/draw the shear force and bending moment diagrams and find the deflection and/or slope as indicated: 3. A 16 ft. long simply supported beam is loaded by a 1 k/ft uniform distributed load for the first 6 ft. and (2) point loads, 3 kips each, at 9 ft. and 12 ft. A Structural No. 1 timber (E = 1,600,000 psi) is specified with nominal dimensions of 6x12. Find the magnitude and location of the maximum deflection.
- Example 15.7 Design of a Compound Curve Figure 15.23 illustrates a compound curve that is to be set out at a highway intersec- tion. If the point of compound curve (PCC) is located at station (565 + 10.5), deter- mine the deflection angles for setting out the curve. 334° PČC 26 PC 26 PT R,-150 m 34 R, 105 m Figure 15.23 Compound Curve for Example 15.7Draw the shear and bending moment diagrams and the qualitative deflected shape for the beam shown2 Find the equation of deflection (under the uniformly distributed load) and calculate the maximum deflection of the floor beam in mm. Given E=200GPA, Ix=87 x 10^6 mm^4 and ly=18.7 x 10^6 mm^4. 1.2 kN/m D -2.4 m- 0.6 m 0.6 m
- A cantiliver of length 20 m is subjected to a point load of 35 kN and a moment of 40 kN m at its free end. The cross section of the beam is squar and its sides are 2 m and young's modulus is 280 GPa. Calculate the deflection of the beam.A cantilever 8m long carries a uniformly distributed load of 12kN/m from midspan to free end. Determine the deflection at the free end, Find the smallest moment of inertia (in x10^6 mm^4) so that its maximum deflection does not exceed the limit of 1/360 of the span. Use E = 70 GPa. Determine the required depth of beam if it is a rectangular section with width-to-depth ratio of 0.5.Calculate the beam deflection at point C. E = 206.8 GPa, I„ = 1.873 x 10-6 mª. Use either the double integration method or the moment area method. Show your work. 200 N 500 N 50.8 mm -------z 76.2 mm A 1 m 1 m 2 m