3. For the beam with cross-section shown: a. Determine the maximum tensile stress, and indicate which points experience this stress (tell which cross-section feels this stress, and which points on that cross-section feel this stress). KN 100 m b. Determine the maximum compressive stress, and indicate which points experience this stress (tell which cross-section feels this stress, and which points on that cross-section feel this stress). c. Determine the maximum shear stress, and indicate which points experience this stress (tell which cross-section feels this stress, and which points on that cross-section feel this stress). d. For the cross-section 2 m to the right of A, determine the normal stress at point D on the cross-section, and state whether this stress is tensile or compressive. e. For the cross-section 2 m to the right of A, determine the shear stress at point D on the cross- section. f. Determine the equations for the elastic curve, and for the slope of the elastic curve, for both sections AB and BC (total of four equations). 6m 50 mm + 1.5m 200 mm .D 700 kN/m 25mm 150 mm
3. For the beam with cross-section shown: a. Determine the maximum tensile stress, and indicate which points experience this stress (tell which cross-section feels this stress, and which points on that cross-section feel this stress). KN 100 m b. Determine the maximum compressive stress, and indicate which points experience this stress (tell which cross-section feels this stress, and which points on that cross-section feel this stress). c. Determine the maximum shear stress, and indicate which points experience this stress (tell which cross-section feels this stress, and which points on that cross-section feel this stress). d. For the cross-section 2 m to the right of A, determine the normal stress at point D on the cross-section, and state whether this stress is tensile or compressive. e. For the cross-section 2 m to the right of A, determine the shear stress at point D on the cross- section. f. Determine the equations for the elastic curve, and for the slope of the elastic curve, for both sections AB and BC (total of four equations). 6m 50 mm + 1.5m 200 mm .D 700 kN/m 25mm 150 mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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