Question 1 - Combined Stresses Given in figure 1, stub column with dimensions a, b and wall thickness t. Four point loads work in on the column's top surface: 14kN (on the corner as shown), 6kN (on the corner as shown), 8kN (on the side on the y-axis), 4kN (horizontal parallel with the x-axis as shown). Draw the stress distribution on a cross section situated at h from the top of the section. Also determine the equation of the line of zero stresses by transferring the xy-axis shown to the relevant h you are working at. Also provide the coordinates where this line intersect the sides of your section at your relevant h. at point 2: h = 2.5m; a = 200mm; b = 400mm; t = 15mm a 14kN 8kN 6kN 4kN m 1 2 3 p m. Figure 1
Question 1 - Combined Stresses Given in figure 1, stub column with dimensions a, b and wall thickness t. Four point loads work in on the column's top surface: 14kN (on the corner as shown), 6kN (on the corner as shown), 8kN (on the side on the y-axis), 4kN (horizontal parallel with the x-axis as shown). Draw the stress distribution on a cross section situated at h from the top of the section. Also determine the equation of the line of zero stresses by transferring the xy-axis shown to the relevant h you are working at. Also provide the coordinates where this line intersect the sides of your section at your relevant h. at point 2: h = 2.5m; a = 200mm; b = 400mm; t = 15mm a 14kN 8kN 6kN 4kN m 1 2 3 p m. Figure 1
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Question 1 - Combined Stresses
Given in figure 1, stub column with dimensions a, b and wall thickness t. Four point loads work in
on the column's top surface: 14KN (on the corner as shown), 6kN (on the corner as shown), 8kN
(on the side on the y-axis), 4kN (horizontal parallel with the x-axis as shown).
Draw the stress distribution on a cross section situated at h from the top of the section. Also
determine the equation of the line of zero stresses by transferring the xy-axis shown to the
relevant h you are working at. Also provide the coordinates where this line intersect the sides of
your section at your relevant h.
at point 2: h = 2.5m; a = 200mm; b = 400mm; t = 15mm
a
14kN
8kN
6kN
4kN
m
1
2
3 p
Figure 1
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