Find the value of maximum defection of cantilever beam of length 4 m and point load acting at free end 5 KN. El=Constant
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- -3 The deflection curve for a simple beam AB (see figure) is given by v=q0x360LEI(7L410L2x2+3x4) Describe the load acting on the beam.A fixed-end b earn is subjected to a point load at mid-span. The beam has a rectangular cross section (assume that the h/b ratio is 2) and is made of wood (E = 11GPa). Find height h of the cross section if the maximum displacement of the beam is 2 mm. Calculate the displacement of the beam at the inflection points.Calculate the support reaction at A and B for thve beam shown in the fiqure below Take F 700 N. 3M 1M By Reaction force at point B By UN. Reaction force at point A N. Ay=
- A thin beam with a solid rectangular cross-section is loaded as shown in Figure Q7 below. L/3 L/3 L/3 Figure Q7 Consider the following statoments and select which combination correctly describes the bending moment diagram for this beam, along its longth using the sign conventions provided in lectures. i lt is symmetrical. ii It has a value of zero at the mid-point. i. It has a negative value for the entire length of the beam. iv. It is described by a quadratic (2nd order) function. O ali and i. are both correct. Ob.li. and iv. are both correct. Oci. and i. are both correct. Od.i. and iv. are both correct. Oe. li. and iv. are both correct. O. None of the provided answers are correct. OBi and i. are both correct.1. The figure shows Beam Diagram 3 provided by CISC Handbook of Steel Construction, where W=total applied load in kN. (1) using 4th-order differential equation to obtain the deflection equation y (i.e., Ar) for interval 0Higher values of moment of inertia (I), will result in higher stresses and deflections for beams and a higher tendency for buckling in a column. True False8. At what distance a should the bearing supports at A and B be placed so that the deflection at the enter of the shaft is equal to the deflection at its ends? Use MAM. The bearings exert only on the hafts. The flexural rigidity is constant. 9. For this beam example, let's say we are interested in finding the deflections at every key point of the beam (A, C, and E) using the conjugate beam method. 10. Determine the equations of the elastic curve using the coordinates x1 and x3 and specify the slope and deflection at point B. El is constant.Use Singularity functions to draw the shear and bending moment diagram for this beam problem in terms of F and L.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.Figure shows a composite beam having a symmetry trapezium cross-section compromised of steel and brass being subjected to bending moment. Using the data given in Table, and factor of safety of 3.5, determine the largest bending moment M which can be applied to the composite beam when it is being bent about x-axis.Consider the T-beam shown in (Figure 1). Take w₁ = 28 kN/m and ₂ = 42 kN/m Figure W1 -3 m- W2 B +1.5m 200 mm 200 mm 20 mm 1 < 1 of 1From the given beam shown below, compute the following: 20 mm 80 mm 160 mm NA 1.0 m 1.0m H– 20 mm 1. Distance between top of the beam to Neutral Axis or "c top". 2. Moment of Inertia at Neutral Axis or "I" 3. What is the maximum safe value of P if the working stress in shear is 6 MPa? 4. Using the maximum safe value of P what is the Maximum shear? 5. Using the maximum safe value of P what is the Maximum Moment?SEE MORE QUESTIONS