1. Find the interaction diagram for the following columns with the same area using belowpoints. Assume f = 5ksi, fy = 60 ksi, yh = h- 5". Assume ties conform to ACI and6#9 bars are evenly distributed in each cross section.a. Maximum compressionb. Onset of cracking Es1 = 0c. Esi = 0.5ɛyd. Balanced condition ɛs1 = -€y%3De. Tension controlled limit ɛs1 = -0.00507f. Pure TensionCross section 1: b-15" h-24" Cross section 2 b-24" h=15"Cross section b-28.8" h-25"

data given that kn horizontal earthquake co-efficient=0.11h=2.5m=which is height of the silt weight…

Answered: est, Jy KSL evenly distributed in each…

Engineering

Civil Engineering

est, Jy KSL evenly distributed in each mum compression of cracking Es1 = 0 = 0.5€y nced condition Es1 = - %3D

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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