Two vertical forces, each of magnitude P= 28 kips, are applied to a beam of the cross section shown. Determine the maximum tensile and compressive stresses in portion BC of the beam. 8 in.→ 1 in. 1 in.- 6 in. 1 in. B 4 in. P C D 60 in. 20 in. 20 in. The maximum tensile stress is ksi. The maximum compressive stress is ksi.
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- Two vertical forces, each of magnitude P= 26 kips, are applied to a beam of the cross section shown. Determine the maximum tensile and compressive stresses in portion BC of the beam. 8 in. 1 in. 1 1 in.- 6 in. 1 in. 4 in. P P A D 60 in. 20 in. 20 in. The maximum tensile stress is ksi. The maximum compressive stress is ksi.The horizontal cross-section of the cast-iron standard of a vertical drilling machine has the form shown. The line of thrust of the drill passes through P. Find the greatest value the thrust may have without the tensile stress exceeding 15 MN/m2. What will be the stress along the face AB? (Cambridge) 12.4 19.0cm A 36 cm 1.60 cm 1.90 cm 1.60 cmT B. +17.5cmQ1: The C-shaped steel bar has cross section of a square of side 1.6 in. If the magnitude of p=2Kips.find the combined stresses at point A. 3.2 in. 1.6 in.
- Two forces are applied on the beam shown below. (a) Determine the normal and shear stresses at point B on the shown cross-section. (b) Show the state of stress at the point B on a volume element. 400 lb B 1 in. 2 in. 500 Ib 2 in 10 in. 1.5 in. 1.5 in. Show your steps and highlight the following answers please I =An axial load Pis applied to the rectangular bar shown. The cross-sectional area of the bar is 398 mm2. Determine the normal stress perpendicular to plane AB and the shear stress parallel to plane AB if the bar is subjected to an axial load of P = 88 kN. Assume a = 61°. a B Answers: The normal stress o = MРа. The shear stress T = i MРа.Two vertical forces, each of magnitude P= 28 kips, are applied to a beam of the cross section shown. Determine the maximum tensile and compressive stresses in portion BC of the beam. l8 in. 1 in. 1 in. 6 in. 1 in. 4 in. B D 60 in. 20 in. 20 in. ksl. The maximum tensile stress is The maximum compressive stress is ksi.
- B. SOLVE FOR THE STRESS IN THE ROD IF ITS CROSS-SECTIONAL AREA 1S 2500mm^2. ROD 8=50⁰ A= 2500mm^2 1.5m 3m P=25KNTwo vertical forces, each of magnitude P= 14 kips, are applied to a beam of the cross section shown. Determine the maximum tensile and compressive stresses in portion BC of the beam. 3 in. 3 in. 3 in. 6 in. 2 in. P P A В D 60 in. 40 in. 40 in. The maximum tensile stress is ksi. The maximum compressive stress is ksi.Two vertical forces, each of magnitude P = 22 kips, are applied to a beam of the cross section shown. Determine the maximum tensile and compressive stresses in portion BC of the beam. The maximum tensile stress is ksi. The maximum compressive stress is ksi.
- Two solid cylindrical rods (1) and (2) are joined together at flange B and loaded, as shown. The diameter of rod (1) is d1 = 1.66 in. and the diameter of rod (2) is d2 = 2.68 in. Determine the normal stresses in rods (1) and (2). Assume P = 17 kips and Q = 29 kips. Use positive for tensile stress and negative for compressive stress.For the split ring shown, determine the stress at point A and at point B. Take P= 1700 kN. 90 mm 40 mm B P The stress at point A is 758.9 14 mm MPa. The stress at point Bis -33.7 ✪ MPa.Q1 / If the cross section of the femur can be approximated as a circular tube, determine the state of stresses on the points A and B at section due to the loads as shown in figure Q1. T. = 2 cm = 1.6 cm %3D Figure Q1 B L 20 cm