2. The concrete table column-support in Problem 20is reinforced with three -in steel rods, as shown in the accompanying figure. Determine the deflection and average normal stresses along the column under a load of 1000 lb. Divide the column into five elements. (Ec = 3.27 x 10° ksi; E, = 29 × 10° ksi) 1000 Ib 4 in 28 in 3 in 12 in
2. The concrete table column-support in Problem 20is reinforced with three -in steel rods, as shown in the accompanying figure. Determine the deflection and average normal stresses along the column under a load of 1000 lb. Divide the column into five elements. (Ec = 3.27 x 10° ksi; E, = 29 × 10° ksi) 1000 Ib 4 in 28 in 3 in 12 in
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:12. The concrete table column-support in Problem 20is reinforced with three -in steel
rods, as shown in the accompanying figure. Determine the deflection and average
normal stresses along the column under a load of 1000 lb. Divide the column into
five elements. (Ee = 3.27 × 10° ksi; E, = 29 x 10° ksi)
1000 lb
-6 in
4 in
9 in
28 in
3 in
in
12 in
cooo
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