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111. A column in an agricultural structure has the following dimensions: b = 0.3 x 0.3, 6-16mm longitudinal bars, 10mm ties. Compute for the maximum vertical spacing of the tie. c. 256 mm a. 300 mm b. 480 mm d. None of the above

111. A column in an agricultural structure has the following dimensions: b = 0.3 x 0.3, 6-16mm longitudinal bars, 10mm ties. Compute for the maximum vertical spacing of the tie. c. 256 mm a. 300 mm b. 480 mm d. None of the above

Structural Analysis
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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111. A column in an agricultural structure has the following dimensions: b = 0.3 x 0.3, 6-16mm longitudinal bars, 10mm ties. Compute for the maximum vertical spacing of the tie. a. 300 mm c. 256 mm b. 480 mm d. None of the above PROBLEM 112 TO 114 112. A column 300mm x 300mm is reinforced with 6-16mm reinforcement bars. The compressive strength of concrete is 27 MPa. Yield strength of rebars is 275 MPa. What is the nominal capacity of the column? a. 1895.64 kN c. 1958.64 KN 1859.46 kN b. 1589.46 kN d. What would be the design capacity of the column? 1273.12 kN c. 1033.146 kN 1208.65 kN d. 1232.17 kN What is the steel ratio of the section? a. 0.0314 c. 0.0413 b. 0.0134 d. 0.0341 113. 114. a. b.
Transcribed Image Text:111. A column in an agricultural structure has the following dimensions: b = 0.3 x 0.3, 6-16mm longitudinal bars, 10mm ties. Compute for the maximum vertical spacing of the tie. a. 300 mm c. 256 mm b. 480 mm d. None of the above PROBLEM 112 TO 114 112. A column 300mm x 300mm is reinforced with 6-16mm reinforcement bars. The compressive strength of concrete is 27 MPa. Yield strength of rebars is 275 MPa. What is the nominal capacity of the column? a. 1895.64 kN c. 1958.64 KN 1859.46 kN b. 1589.46 kN d. What would be the design capacity of the column? 1273.12 kN c. 1033.146 kN 1208.65 kN d. 1232.17 kN What is the steel ratio of the section? a. 0.0314 c. 0.0413 b. 0.0134 d. 0.0341 113. 114. a. b.
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