The wood column is pinned at its base and top. Take E= 10 GPa and oy = 15 MPa (Figure 1) Figure 150 mm 3.5 m CS 25 mm = 25 mm 75 mm 75 mm 1 of 1 ▾ Part A If the eccentric force P=11.8 kN is applied to the column, determine the maximum normal stress. Express your answer to three significant figures and include the appropriate units. Tmax= Submit Part B μA Value Submit Request Answer A Units If the eccentric force P= 11.8 kN is applied to the column, investigate whether the column is adequate to support this loading without buckling or y Request Answer ? O The column is adequate to support this loading without buckling or yielding. O The column is inadequate to support this loading without buckling or yielding.

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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The wood column is pinned at its base and top. Take E= 10 GPa and or
= 15 MPa. (Figure 1)
Figure
150 mm"
25 mm
25 mm
75 mm 75 mm
1 of 1
Part A
If the eccentric force P = 11.8 kN is applied to the column, determine the maximum normal stress.
Express your answer to three significant figures and include the appropriate units.
TIGB =
Submit
Part B
Value
Request Answer
Submit
Units
If the eccentric force P = 11.8 kN is applied to the column, investigate whether the column is adequate to support this loading without buckling or yielding.
?
O The column is adequate to support this loading without buckling or yielding.
O The column is inadequate to support this loading without buckling or yielding.
Request Answer
Transcribed Image Text:The wood column is pinned at its base and top. Take E= 10 GPa and or = 15 MPa. (Figure 1) Figure 150 mm" 25 mm 25 mm 75 mm 75 mm 1 of 1 Part A If the eccentric force P = 11.8 kN is applied to the column, determine the maximum normal stress. Express your answer to three significant figures and include the appropriate units. TIGB = Submit Part B Value Request Answer Submit Units If the eccentric force P = 11.8 kN is applied to the column, investigate whether the column is adequate to support this loading without buckling or yielding. ? O The column is adequate to support this loading without buckling or yielding. O The column is inadequate to support this loading without buckling or yielding. Request Answer
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