this is sample file for my exam. will need help during exam within 2hr
A vertical pipe column with an outside diameter D = 114 mm and an inside diameter d = 102 mm supports the loads shown. Determine the normal and shear stresses acting at point H on the surface, and show these stresses on a stress element. [Cross-sectional Area A=2035.75 mm2; Moment of Inertia about z-axis Iz= 2977287 mm4; Polar Moment of Inertia J=5954575 mm4]. Determine the normal stress due to F1. σ1=____MPa. Question options: -8.35 35.9 -49.01 -57.36 Question 2 0 / 1 point A vertical pipe column with an outside diameter D = 114 mm and an inside diameter d = 102 mm supports the loads shown. Determine the normal and shear stresses acting at point H on the surface, and show these stresses on a stress element. [Cross-sectional Area A=2035.75 mm2; Moment of Inertia about z-axis Iz= 2977287 mm4; Polar Moment of Inertia J=5954575 mm4]. Determine the bending moment at H due to F2. M=____Nm. Question options: 2587 2560 2683 2708 Question 3 1 / 1 point A vertical pipe column with an outside diameter D = 114 mm and an inside diameter d = 102 mm supports the loads shown. Determine the normal and shear stresses acting at point H on the surface, and show these stresses on a stress element. [Cross-sectional Area A=2035.75 mm2; Moment of Inertia about z-axis Iz= 2977287 mm4; Polar Moment of Inertia J=5954575 mm4]. Determine the bending stress at H due to F2. σ2=____MPa. Question options: -48.76 -35.89 -49.01 -57.36 Question 4 1 / 1 point A vertical pipe column with an outside diameter D = 114 mm and an inside diameter d = 102 mm supports the loads shown. Determine the normal and shear stresses acting at point H on the surface, and show these stresses on a stress element. [Cross-sectional Area A=2035.75 mm2; Moment of Inertia about z-axis Iz= 2977287 mm4; Polar Moment of Inertia J=5954575 mm4]. Determine the torsional shear stress at H due to the torque. τ=____MPa. Question options: 36.51 35.90 34.92 37.08 Question 5 1 / 1 point A vertical pipe column with an outside diameter D = 114 mm and an inside diameter d = 102 mm supports the loads shown. Determine the normal and shear stresses acting at point H on the surface, and show these stresses on a stress element. [Cross-sectional Area A=2035.75 mm2; Moment of Inertia about z-axis Iz= 2977287 mm4; Polar Moment of Inertia J=5954575 mm4]. Determine the combine normal stress, =____MPa. Question options: 59.36 37.08 34.92 57.36 Question 6 1 / 1 point For the system shown in the figure, two cantilever beams subjected to combined bending and axial tensile stresses. Determine the maximum combined tensile or compressive stress in each horizontal cantilever beam when a static load of 40.0 kN is suspended from the cable system between them. The two cables connected to the beams are identical. The beams are standard IPE beams, IPE 180×91. Then, if the beams are to be made of A36 structural steel, compute the resulting design factor. Determine the force on each beam by the cable. Answer=____kN. Question options: 20 34.6 28.7 40 Question 7 1 / 1 point For the system shown in the figure, two cantilever beams subjected to combined bending and axial tensile stresses. Determine the maximum combined tensile or compressive stress in each horizontal cantilever beam when a static load of 40.0 kN is suspended from the cable system between them. The two cables connected to the beams are identical. The beams are standard IPE beams, IPE 180×91. Then, if the beams are to be made of A36 structural steel, compute the resulting design factor. Determine the horizontal internal force in the left beam. Answer=____kN. Question options: 20 40 28.7 34.6 Question 8 0 / 1 point For the system shown in the figure, two cantilever beams subjected to combined bending and axial tensile stresses. Determine the maximum combined tensile or compressive stress in each horizontal cantilever beam when a static load of 40.0 kN is suspended from the cable system between them. The two cables connected to the beams are identical. The beams are standard IPE beams, IPE 180×91. Then, if the beams are to be made of A36 structural steel, compute the resulting design factor. Determine the horizontal internal force in the left beam. Answer=____kN. Question options: 34.6 40 28.7 20 Question 9 1 / 1 point For the system shown in the figure, two cantilever beams subjected to combined bending and axial tensile stresses. Determine the maximum combined tensile or compressive stress in each horizontal cantilever beam when a static load of 40.0 kN is suspended from the cable system between them. The two cables connected to the beams are identical. The beams are standard IPE beams, IPE 180×91. Then, if the beams are to be made of A36 structural steel, compute the resulting design factor. Refer to Appendix A-7(e), determine the cross-sectional area of the beam. Answer=____mm2. Question options: 2848 3337 2395 1643 Question 10 1 / 1 point For the system shown in the figure, two cantilever beams subjected to combined bending and axial tensile stresses. Determine the maximum combined tensile or compressive stress in each horizontal cantilever beam when a static load of 40.0 kN is suspended from the cable system between them. The two cables connected to the beams are identical. The beams are standard IPE beams, IPE 180×91. Then, if the beams are to be made of A36 structural steel, compute the resulting design factor. Determine the tensile stress in the beam. Answer=____MPa. Question options: 15.87 11.29 12.26 14.45 Question 11 1 / 1 point For the system shown in the figure, two cantilever beams subjected to combined bending and axial tensile stresses. Determine the maximum combined tensile or compressive stress in each horizontal cantilever beam when a static load of 40.0 kN is suspended from the cable system between them. The two cables connected to the beams are identical. The beams are standard IPE beams, IPE 180×91. Then, if the beams are to be made of A36 structural steel, compute the resulting design factor. Determine the maximum bending moment at the left end. Answer=____kN·m. Question options: 15.8 12.3 15.0 14.5 Question 12 1 / 1 point For the system shown in the figure, two cantilever beams subjected to combined bending and axial tensile stresses. Determine the maximum combined tensile or compressive stress in each horizontal cantilever beam when a static load of 40.0 kN is suspended from the cable system between them. The two cables connected to the beams are identical. The beams are standard IPE beams, IPE 180×91. Then, if the beams are to be made of A36 structural steel, compute the resulting design factor. Refer to Appendix A-7(e), find the section modulus S about the strong axis of the beam. Answer=____x104 mm3. Question options: 2.216 10.87 22.16 14.63 Question 13 1 / 1 point For the system shown in the figure, two cantilever beams subjected to combined bending and axial tensile stresses. Determine the maximum combined tensile or compressive stress in each horizontal cantilever beam when a static load of 40.0 kN is suspended from the cable system between them. The two cables connected to the beams are identical. The beams are standard IPE beams, IPE 180×91. Then, if the beams are to be made of A36 structural steel, compute the resulting design factor. Determine the maximum bending stress in MPa. Answer=____. Question options: 113.87 108.27 97.89 102.53 Question 14 1 / 1 point For the system shown in the figure, two cantilever beams subjected to combined bending and axial tensile stresses. Determine the maximum combined tensile or compressive stress in each horizontal cantilever beam when a static load of 40.0 kN is suspended from the cable system between them. The two cables connected to the beams are identical. The beams are standard IPE beams, IPE 180×91. Then, if the beams are to be made of A36 structural steel, compute the resulting design factor. Determine the combined stress in MPa at the top surface of the beam. Answer=____. (Tension: + ; Compression: -) Question options: +113.87 +102.53 +116.98 +108.27 Question 15 0 / 1 point For the system shown in the figure, two cantilever beams subjected to combined bending and axial tensile stresses. Determine the maximum combined tensile or compressive stress in each horizontal cantilever beam when a static load of 40.0 kN is suspended from the cable system between them. The two cables connected to the beams are identical. The beams are standard IPE beams, IPE 180×91. Then, if the beams are to be made of A36 structural steel, compute the resulting design factor. Determine the combined stress in MPa at the bottom surface of the beam. Answer=____. (Tension: + ; Compression: -) Question options: -102.53 -108.27 -88.08 -116.98 Question 16 1 / 1 point For the system shown in the figure, two cantilever beams subjected to combined bending and axial tensile stresses. Determine the maximum combined tensile or compressive stress in each horizontal cantilever beam when a static load of 40.0 kN is suspended from the cable system between them. The two cables connected to the beams are identical. The beams are standard IPE beams, IPE 180×91. Then, if the beams are to be made of A36 structural steel, compute the resulting design factor. Find the yield strength of A36 steel. Refer to table A-14. Answer=____MPa. Question options: 296 248 218 227 Question 17 1 / 1 point For the system shown in the figure, two cantilever beams subjected to combined bending and axial tensile stresses. Determine the maximum combined tensile or compressive stress in each horizontal cantilever beam when a static load of 40.0 kN is suspended from the cable system between them. The two cables connected to the beams are identical. The beams are standard IPE beams, IPE 180×91. Then, if the beams are to be made of A36 structural steel, compute the resulting design factor. Calculate the design factor based on the yield strength. Answer=____. Question options: 2.82 2.12 2.68 2.35 Question 18 1 / 1 point A picnic table in a park is made by supporting a circular