Show the forces acting on the pole in Cartesian form.
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Show the forces acting on the pole in Cartesian form.
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- A wide flange section is used as beam to support a concrete floor system. The beam is simply supported over a span of 6m. The properties of the section are given as follows:Depth, d = 498mmWeb thickness, tw = 56mmMoment of Inertia about x-axis, Ix = 3417 x 106 mm4Section Modulus about x-axis, Sx = 13730 x 103 mm3Self-weight, wself-weight = 7.32 kN/mAssume the beam is laterally supported over its length with its allowable stress in bending is 0.66Fy and its allowable shear stress is 0.40Fy assuming direct shear stress is used as basis instead of flexural shear stress. The allowable deflection is set at L/360. Use A36 steel with Fy = 250 MPa. (a) Compute for the safe uniform load (w) without exceeding the allowable shear stress. (b) Compute for the safe uniform load (w) without exceeding the allowable bending stress. (c) Compute for the safe uniform load (w) without exceeding the allowable deflection.A wide flange section has the following properties: A=6645 mm2 bf=152.40mm tf=10.80mm d=449.58 mm tw=7.62mm Fy=250 Mpa Compute the plastic section modulus about the major principal axis and the plastic moment about the x-axis. (x 10^3 mm3)Must include explanation , Don't Just copy ,I will rate accordingly. Q: A square ABCD has sides equal of 200 mm (Figure Q2 (a)). Forces of 150 N each act along AB and CD and 250 N acting along CB and AD. Evaluate the moment of the couple, which will keep the system in equilibrium.
- solve parts 5,6 & 7The opposite figure composed of a triangular part ( base =b =10.2 m, height h=5.1 m } , ρ1=3.3 kg/m2) and a semicircular part of diameter a=10.2 m and density ρ2=2 kg/m2. mass of the plate is 1- mass of the plate is: (A.167.55 - B.556.25 - C.204.41 - D.589.76 -E.438.97) 2- XG of the plate is: (A.22.07 - B.15.41 - C.2.09 - D.23.97 - E.9.51) 3- . YG of the plate is: (A.5.85 - B.8.89 - C.3.62 - D.4.56 - E.7.72 ) 4- IXX semicircular part is: (A. 23166.32 - B. 23697.66 - C. 21306.64 - D. 2656.69 - E. 17587.28 ) 5- IXX for total shape is : (A. 3028.77 - B. 10055.53 - C. 7935.39 - D. 3695.10 - E. 10661.29 ) 6- . IYY for total shape is (A.40836.78 - B.28515.34 - C.17602.06 - D.3872.45 -E.44357.19 )The cantilever beam consists of a rectangular structural steel tube shape [E = 200 GPa; I = 425 × 106 mm4]. Assume P = 35 kN, w = 10 kN/m, LAB = 1.50 m, and LBC = 2.00 m. Using Appendix C and method of superposition, determine:(a) the beam deflection at point A. [vA = -4.54 mm](b) the beam deflection at point B. [vB = -2.07 mm]
- 1. Centroid of the section x, y 2. Moment of inertia for the whole section Ix, Iy 3. Section Modulus Sx,Sy1. Compute the R1 value in newton for the beam 2. Compute the R2 value in newton for the beam 3. Compute the midspan value of Ely for the beam in two decimal places and in terms of kN-m³R 1 = 160 mm R 2 = 150 mm R 3 = 40 mm find the area and the centroid