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- The beam safely supports shear forces and bending moments of 2kN and 6.5 kN-m respectively. Based on this criterion, can it be safely subjected to the loads F = 1kN and C = 1.6 kN-m? Use the integration methodEngr statics I check it was wrong answer 245.166 I need to show all work. Topic: Shear and Bending Moment A gantry crane of weight W-100 Kg moves across a bridge with the length 1-5 m. The front axle of the crane (which is nearer end A) carries 3/4W whereas the rear axle (nearer end B) carries 1/4 W. The distance of the axles is b = 1/20. Determine the maximum value of the bending moment and enter your answer in N-m units. Remember to also show all your work (FBDs, calculation steps, etc on the handworked file) HINT: Determine the shear and bending moment equationsDinding ruang penyimpanan berpendingin adalah panjang 10 m dan tinggi 3 m dan dibangun dengan blok beton 100 mm (k = 0.935 W / [m °C]) dan 12 cm papan isolasi serat (k = 0,048 W). / [m °C]). Suhu ruang pendingin -10 °C dan koefisien perpindahan panas konvektif adalah 40 W / (m² K); suhu udara luar adalah 30 °C dengan koefisien pindahan panas konveksi permukaan dinding luar 10 W / (m² K). Hitung koefisien perpindahan panas keseluruhan. Koefisien pindah panas keseluruhan =AnswerW / (m² K).
- consider the beam shown in. EI is constant. assume that EI is in kip * ft2. determine the expression for the elastic curve using the coordinate x1 for 0 < x1 < 20 ft, where x1 is in feet. v1 in ft answer in terms of the variables x1, E and I. determine the expression for the elastic curve using the coordinate x2 for 0 < x2 < 10 ft where x2 is in feet. v2 in ft. answer in terms of the variables x2, E and I. specify the deflection of the beam at C. vc in ft. answer in terms of E and I. specify the slope at A, measured counterclockwise from the positive x1 axis. Theta A in rad. answer in terms of E and I.Assign the values of shear force and bending moment to the image bar as a function of the x coordinate. q=20kN/m F=14kN M=12kNm L1=1.2m L2=1.4m L3=1.3m L4=1.5m Minimum value of shear force: Qmin = Maximum value of shear force: Qmax= Use units (kN,m), Do not round the invoices in the intermediate stages, but only the final answer!A beam supports shear forces and bending moments of 2kN and 6.5 kN•m respectively. Based on this criteria, can it safety be subjected to loads F=1kN and C=1.6 kN•M
- Take Young's Modulus = 12.5kN/mm2a) The second moment of area about the centroidal x-axis (IXXcentroid) for the solid homogeneous beam section shown below is 737,101.55 mm4. What is the second moment of area about the centroidal y-axis (IYYcentroid). Give your answer in mm4 to two significant figures. b) If the second moment of area (IXX) for the solid homogeneous beam section shown below is 917,387.73 mm4, determine the diameter d. Give your answer in millimetres (mm) to two decimal places.Compute the torsional deflection in degrees of a 110 mm diameter, 1.4 meter long shaft subjected to a twist moment of 3 x 10⁶ N-mm. The torsional modulus of elasticity is 83,000 N/mm². a. 0.27 b. 0.31 c. 0.2 d. 0.24
- The fig 1.1, given above, take the value of X= (130) use segmentm ethod and determine a) Shear force and bending moments.And Plot Shear Force Diagram (SFD) and Bending Moment Diagram (BMD).Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=5.8 ft, w=215 lb/ft, MD=6700 lb⋅ft, and P=1200 lb. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise.Answer p1 and Part 2: Determine the shear force acting at each of the following locations:(a) x = 11.0- ft (i.e., just to the left of point B)(b) x = 11.0+ ft (i.e., just to the right of point B)(c) x = 28.5 ftNote that x = 0 at support A. When entering your answers, use the shear-force sign convention detailed in Section 7.2.Answers: a) V = ____ kips b) V = ____ kips c) V = ____ kips Part 3: Determine the bending moment acting at each of the following locations:(a) x = 11.0 ft (i.e., at point B)(b) x = 28.5 ftNote that x = 0 at support A. When entering your answers, use the bending-moment sign convention detailed in Section 7.2. Answers: a) M = ____ kips-ft b) M = ____ kips-ft Part 4: Use your shear-force and bending-moment diagrams to determine the maximum bending moment, Mmax, and its location, xmax. Use the bending-moment sign convention detailed in Section 7.2.Answers: Mmax = ____ kips-ft xmax = ____ ft