-100 N/m N-m Im 120 A 2m 1B 4m के с Draw the shear and moment diagram R₂ E
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- A tapered cantilever beam AB supports a concentratedload P at the free end (see figure). The crosssections of the beam are rectangular with constantwidth b, depth dA at support A, and depth dB = 3dA/2 at the support. Thus, the depth d and moment of inertiaI at distance x from the free end are, respectively, d = (dA/2L)(2L+x) I=(bd3/12) =(bd3A/96L3)(2L+x)3 = (IA/8L3)(2L+x)3in which IA is the moment of inertia at end A of thebeam.Determine the equation of the deflection curveand the deflection δA at the free end of the beam dueto the load P.P1= 100KN A=4Determine the magnitude of the moment of the forceF = {50i - 20j - 80k} N about the base line AB of the tripod.
- Compute the value of EI5 at the right end of the overhanging beam. 360 1b 120 Ib/ft |~—l°ft—-|-—6fl—> FIG. P6.43In the system shown; F1 = 20kN, F2 = 10kN, F3 = 10kN (in the middle of the DCBF plane and in the vertical direction),M1 = 20kNm (valid for OHDC plane), M2 = 10kNm (valid for OHGA plane). According to this;a) Find the velocity of the force F2 on the OD axis as a vector.b) Reduce the given system of forces to point O.c) Can we reduce the system of given forces to a single force?A 300 mm x 300 mm concrete column which is pin connected at both ends has an unsupported length of 4.6 meters. The column is carry a total factored axial load Pu = 300 kN and a lateral concentrated load of 90 kN acting at the mid-height of the column. Assume fc’ = 21 MPa and Bdns = 0.15. Compute the total moment including the secondary moment due to lateral deflection.a. 75.852 kN.m. c. 124.614 kN.m.b. 635.785 kN.m. d. 90.872 kN.m
- Solve the problem using influence lines. Determine the maximum positive shear in panel RS and maximum moment at W. Consider a uniform live load of 1.26 kip/ft, concentrated live load of 25.2 kips and mass of beam equal to 6300 lb. The beam used is pin-connected at both S and V. NOTE: W is the exactly at the middle part of panel UV. GIVEN:A=37.8C0nsider the frame bel0w where f0rce A = 55 N acts 0n p0int Q, f0rce B = 34 N acts on p0int P, and force C = 42 N acts on p0int M. Replace the system of f0rces acting on the frame with two f0rces, one acting on p0int O and the other acting vertically at point P. Calculate the magnitude and direction of the vertical f0rce acting on p0int P, FP, and the force acting on p0int O, FO.What isbthe maximum moment in kN-m. GIVEN: w1=47, w2=18, a=3, b=3, c=3