Plz answer ASAP. Design a square-tied reinforced concrete column to support the design loadsshown below. Assume that the column must be designed with the reinforcementplaced around the perimeter and y = 0.7. Take fe' = 4,000 psi and fy = 60,000 psi.Use #9 bars for longitudinal steel.a)Pu = 500 kipsMy = 250 ft-kipsFor the column designed, calculate the ACI value for the column capacity loadedin pure axial compression.b)

Design a square-tied reinforced concrete column to support the design loads shown below. Assume that the column must be designed with the reinforcement placed around the perimeter and y = 0.7. Take f' = 4,000 psi and fy = 60,000 psi. Use #9 bars for longitudinal steel. a) Pu = 500 kips M = 250 ft-kips b) For the column designed, calculate the ACI value for the column capacity loaded in pure axial compression.

Design a square-tied reinforced concrete column to support the design loads shown below. Assume that the column must be designed with the reinforcement placed around the perimeter and y = 0.7. Take f' = 4,000 psi and fy = 60,000 psi. Use #9 bars for longitudinal steel. a) Pu = 500 kips M = 250 ft-kips b) For the column designed, calculate the ACI value for the column capacity loaded in pure axial compression.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Instructions: Provide given, FBD, required and solution. PROBLEM 2.72: Determine the magnitude of the single couple that is equivalent to the two couples shown. _ I really need your help in answering this. Thank you!
* Fill the missing reading Point B.S I.S F.S R+ F- R.L Remark 1.25 ? 0.93 1.78 1.93 1.91 1.27 ? 0.05 30.09 В.М 1.61 ? 0.18 1.27 Point B.S I.S F.S R+ F- Point B.S I.S F.S R+ F- 1.25 A 1.25 (2.18) 0.93 (2.18) 0.93 1.93 (0.25) 1.27 (0.51) 1.78 C 1.78 1.93 (0.25) 1.91 D 1.91 1.27 (0.51) (1.86) E (1.86) 1.61 E 0.05 0.05 F 1.61 (0.25) F (0.25) |(1.43) (2.7) (1.43) 0.18 0.18 H (2.7) 1.27 H. 1.27 1 0 3 Point B.S I.S F.S R+ F- A 1.25 (0.32) 0.93 1.93 (1.61) 1.27 (0.51) C 1.78 D 1.91 E (1.96) 0.05 F 1.61 (0.25) G (1.43) 0.18 H (2.7) 1.27 2 O ABCDEFGH
طرقة ارتفاعالجهاز HI = B.M+Bs = R.L =HI - F(I.S) = Point B.S aiel's I.S F.S bot H.I R.L uio) REMARKS 1 B.M 1.315 16.815 15.5 2 A 1.49 3. 1.362 (TP.) 1571 1.3१2 5 DCT.P.) 1.601 1409 1.651 7 1.600 8 1.652 x عمل التد قيق لحا اتے
Exercise 3) ў+2ў — Зу 3 Зе -*
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D /5 = Question 8 of 15 < View Policies Current Attempt in Progress Two forces are applied to the construction bracket as shown. Determine the angle which makes the resultant of the two forces vertical. Determine the magnitude R of the resultant. Assume F₁700 lb, F₂ = 460 lb, a = 56° F₁ F2 H ***
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How do I get RBA and RCA?
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