will upvote thank you! please try and be as detailed as possible to further my understanding...
A column with a wide-flange section has a flange width b = 400 mm , height h = 400 mm , web thickness tw = 13 mm , and flange thickness tf = 21 mm (Figure 1). Calculate the stresses at a point 65 mm above the neutral axis if the section supports a tensile normal force N = 3 kN at the centroid, shear force V = 7.4 kN , and bending moment M = 4 kN⋅m as shown...
Learning Goal: To calculate the normal and shear stresses at a point on the cross section of a column. The state of stress at a point is a description of the normal and shear stresses at that point. The normal stresses are generally due to both internal normal force and internal bending moment. The net result can be obtained using the principle of superposition as long as the deflections remain small and the response is elastic. Figure < 1 of...
Learning Goal: The beam shown (Figure 1) is supported by a pin at A and a cable at B. Two loads P = 18 kN are applied straight down from the centerline of the bottom face. Determine the state of stress at the point shown (Figure 2) in a section 2 m from the wall. The dimensions are w = 5.4 cm , h = 12 cm, L = 0.8 m, a = 1.5 cm , and b = 4...
Part B?? An l-beam has a flange width b-250 mm , height h = 250 mm , web thickness tw-9 mm , and flange thickness tf = 14 mm . Use the following steps to calculate the shear flow at the point shown, where z = 80 mm Learning Goal: To calculate the shear flow at a point in the flange of an I-beam section subject to a shear force. A thin-walled structure is one where the wall thickness is...
Learning Goal: To determine the state of stress in a solid rod using the principle of superposition. A solid rod has a diameter of e = 55 mm and is subjected to the loading shown. Let a = 190 mm, b = 220 mm , c = 350 mm, d = 240 mm , and P = 4.0 kN. Take point A to be at the top of the circular cross-section. (Figure 1) Figure < 1 of 2 b В...
Part A - Moment about the x axis at A Learning Goal: To determine the state of stress in a solid rod using the principle of superposition. A solid rod has a diameter of e = 60 mm and is subjected to the loading shown. Let a = 200 mm, b = 220 mm c = 340 mm, d = 230 mm, and P = 4.0 kN. Take point A to be at the top of the circular cross-section. (Figure...
An I-beam has a flange width b = 200 mm , height h = 200 mm , web thickness tw = 8 mm , and flange thickness tf = 12 mm . Use the following steps to calculate the shear stress at a point 65 mm above the neutral axis. Part A - Moment of inertia The shear formula includes the moment of inertia of the whole cross section, I, about the neutral axis. Calculate the moment of inertia. Express...
The beam shown (Figure 1) is supported by a pin at A and a cable at B. Two loads P = 13 kN are applied straight down from the centerline of the bottom face. Determine the state of stress at the point shown (Figure 2) in a section 2 m from the wall. The dimensions are w = 5.2 cm , h = 10.5 cm , L = 0.8 m , a = 1.5 cm , and b = 4...
The beam shown (Figure 1) is supported by a pin at A and a cable at B. Two loads P = 13 kN are applied straight down from the centerline of the bottom face. Determine the state of stress at the point shown (Figure 2) in a section 2 m from the wall. The dimensions are w = 5.2 cm , h = 10.5 cm , L = 0.8 m , a = 1.5 cm , and b = 4...
The beam shown (Figure 1) is supported by a pin at A and a cable at B. Two loads P = 13 kN are applied straight down from the centerline of the bottom face. Determine the state of stress at the point shown (Figure 2) in a section 2 m from the wall. The dimensions are w = 5.2 cm , h = 10.5 cm , L = 0.8 m , a = 1.5 cm , and b = 4...