SITUATION 10:A circular column is reinforced with 6 -36 mmộ bars. Clear steel covering is 40mm. Fc' = 20.7, fy = 275 MPa29. Find the diameter of spiral column ifsteel ratio is 0.025.%3Da. 558 mmc. 625 mmb. 745 mmd. 482 mm30. Find the diameter of column if steelratio is 0.02 and diameter ofreinforcement to be used is 36 mm.b. 684.1 mmd. 661.7 mma. 645.8 mmC. 623.5 mm31. Find Nominal Axial Load Capacity ifdiameter of column is 600 mm, steel is 636 mmo and considering the 85%reduction in capacity due to ACIrequirement of eEmin = 5% D for circularcolumn.a. 5564.08 kNC. 5938.28 kNb. 5447.70 kNd. 5845.31 kN

Given data Diameter of bar = 36mm Clear cover = 40mm Fc' = 20.7 MPa Fy = 275 MPa Question 29 -…

A circular column is reinforced with 6 - 36 mmộ bars. Clear steel covering is 40 mm. Fc' = 20.7, fy = 275 MPa 29. Find the diameter of spiral column if steel ratio is 0.025. a. 558 mm C. 625 mm b. 745 mm d. 482 mm 30. Find the diameter of column if steel ratio is 0.02 and diameter of reinforcement to be used is 36 mm. a. 645.8 mm c. 623.5 mm b. 684.1 mm d. 661.7 mm 31. Find Nominal Axial Load Capacity if diameter of column is 600 mm, steel is 6 36 mmo and considering the 85% reduction in capacity due to ACI requirement of Emin = 5% D for circular column. a. 5564.08 kN C. 5938.28 kN b. 5447.70 kN d. 5845.31 kN D

A circular column is reinforced with 6 - 36 mmộ bars. Clear steel covering is 40 mm. Fc' = 20.7, fy = 275 MPa 29. Find the diameter of spiral column if steel ratio is 0.025. a. 558 mm C. 625 mm b. 745 mm d. 482 mm 30. Find the diameter of column if steel ratio is 0.02 and diameter of reinforcement to be used is 36 mm. a. 645.8 mm c. 623.5 mm b. 684.1 mm d. 661.7 mm 31. Find Nominal Axial Load Capacity if diameter of column is 600 mm, steel is 6 36 mmo and considering the 85% reduction in capacity due to ACI requirement of Emin = 5% D for circular column. a. 5564.08 kN C. 5938.28 kN b. 5447.70 kN d. 5845.31 kN D

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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