For the same beam and loading case in Figure Q1, what steps could be taken from the following options, in the order defined, to find the maximum value of shear stress WHEN CONSIDERING ANY DIRECTION IN THE X-Y PLANE (not just those aligned with x and y) at any location within the beam? i Use the shear stress equation to find ty- i. Use the bending stress oquation to find og. i. Consider loading along the length of the beam to establish the maximum shear force and bending moment. iv. Find the partial derivative of the bending moment with respect to w. v. Choose key locations within the cross-section for separate analysis. vi Apply Castigliano's theorem and solve. vii. Uso Mohr's Circle analysis to solve Tmax, using values for Ty. Ox and oy. vii. Form an equation for the bending moment as a function of x - writing some terms using Macaulay notation. i Of all the values of tmax found, select the largest. O a iv, i, i, vi, ix Obili, v, i, i, vi, ix Oci, i, vii, iv, ix O d. None of the provided answers are correct Oe vii , i, vi, ix Of. i, i, v, vi, ix O i, iv, i, vi, ix Ohi, i, vi, ix
For the same beam and loading case in Figure Q1, what steps could be taken from the following options, in the order defined, to find the maximum value of shear stress WHEN CONSIDERING ANY DIRECTION IN THE X-Y PLANE (not just those aligned with x and y) at any location within the beam? i Use the shear stress equation to find ty- i. Use the bending stress oquation to find og. i. Consider loading along the length of the beam to establish the maximum shear force and bending moment. iv. Find the partial derivative of the bending moment with respect to w. v. Choose key locations within the cross-section for separate analysis. vi Apply Castigliano's theorem and solve. vii. Uso Mohr's Circle analysis to solve Tmax, using values for Ty. Ox and oy. vii. Form an equation for the bending moment as a function of x - writing some terms using Macaulay notation. i Of all the values of tmax found, select the largest. O a iv, i, i, vi, ix Obili, v, i, i, vi, ix Oci, i, vii, iv, ix O d. None of the provided answers are correct Oe vii , i, vi, ix Of. i, i, v, vi, ix O i, iv, i, vi, ix Ohi, i, vi, ix
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:For the same beam and loading case in Figure Q1, what steps could be taken from the following options, in the order defined, to find the maximum
value of shear stress WHEN CONSIDERING ANY DIRECTION IN THE X-Y PLANE (not just those aligned with x and y) at any location within
the beam?
i. Use the shear stress equation to find Txy-
ii. Uso the bending stross oquation to find ox.
i. Consider loading along the longth of the beam to establish the maximum shoar force and bending moment.
iv. Find the partial derivative of the bending moment with respect to w.
v. Choose key locations within the cross-section for separate analysis.
vi. Apply Castigliano's theorem and solve.
vii. Uso Mohr's Circle analysis to solvo Tmax, using valuos for Ty. Ox and oy.
vii. Form an equation for the bending moment as a function of x - writing some terms using Macaulay notation.
ix. Of all the values of Imax found, select the largost.
O a iv, i, i, vi, ix
O b.i, v, , i, vii, ix
Oci, i, vii, v, ix
O d. None of the provided answers are correct
O e vii, i, i, vii, ix
Of i, i,v, vi, ix
Og, i, v, i, v, ix
O h.i, ii, vi, ix
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