Using the following parameters for a square tied column, f'c = 21 MPa longitudinal reinforcement = 25mm diameter (fy = 415 MPa) lateral reinforcements = 10mm diameter (fy = 275 MPa) clear concrete cover = 40mm Assuming steel ratio is 2% of Ag, Loads: Axial, Shear Parallel to sides, DL = 900 kN DL = 80 kN LL = 700 KN LL = 100 kN Using NSCP 2010 Provisions, A. Determine the safe column dimension. B. Determine the safe number of longitudinal reinforcements C. Using simplified calculation of Vc for members subjected to axial compression, determine the spacing of lateral reinforcements.

Using the following parameters for a square tied column, f'c = 21 MPa longitudinal reinforcement = 25mm diameter (fy = 415 MPa) lateral reinforcements = 10mm diameter (fy = 275 MPa) clear concrete cover = 40mm Assuming steel ratio is 2% of Ag, Loads: Axial, Shear Parallel to sides, DL = 900 kN DL = 80 kN LL = 700 KN LL = 100 kN Using NSCP 2010 Provisions, A. Determine the safe column dimension. B. Determine the safe number of longitudinal reinforcements C. Using simplified calculation of Vc for members subjected to axial compression, determine the spacing of lateral reinforcements.

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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