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- 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)A line is recorded as 472.90m long. It is measured with a 0.65kg tape which is 30.005m long at 20C under a 50N pull supported at both ends. During measurement, the temperature is 5C and the tape is measured on 3% grade. E=200GPa. cross sectional area of tape is 3mm and the coefficient of linear expansion is 0.0000116m/"C. A) Compute for sag correction ... Please also indicate how to get the (Pm pull during measurement)A line is recorded as 472.90 m long. It is measured with a0.65 kg tape which is 30.005 m long at 20 °C under a 50N pull supported at both ends. During measurement, thetemperature is 5 °C and the tape is suspended under a 75N pull. The line is measured on 3% grade. E = 200 GPa,cross-sectional area of tape is 3 mm2 and the coefficientof linear expansion is 0.0000116 /°C. Compute:a. The actual length of tape during measurement.b.The total error to be corrected for the inclined distancec.The true horizontal distance
- 2. An u.dl of 20 kN/m is acting on cantilever beam of length 3.0 m calculate the slope and deflection of beam at free end. E-2 10 N/mm².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.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.
- The resultant of the three forces acting on the bracket is FR={−FR={− 390 k} lb. Note that F3 lies in the x-y plane. (Figure 1) Part A Specify the magnitude of F1. Express your answer to three significant figures and include the appropriate units. Part B Specify the coordinate direction angle α1 of F1. Express your answer using three significant figures. Part C Specify the coordinate direction angle β1 of F1. Express your answer using three significant figures. Part D Specify the coordinate direction angle γ1 of F1. Express your answer using three significant figures.answer for Vd, Mf, and McA line is recorded as 472.90m long. It is measured with a 0.65kg tape which is 30.005m long at 20C under a 50N pull supported at both ends. During measurement, the temperature is 5C and the tape is measured on 3% grade. E=200GPa. cross sectional area of tape is 3mm and the coefficient of linear expansion is 0.0000116m/"C. A) how did you assume the value of pull at temperature 5 degrees is 75N ....