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Practice Problems set #4 (Seismic Principles and Criteria) I. Below are the seismic design parameters for a classroom building: O Risk Category III O Reinforced concrete SMF building Seismic design category = D (with no torsional irregularity) ○ The elastic displacement de at each level as shown Required: 2.30" 12' 1.50" 12' asd 1. The allowable story drift ratio 2. Design story drift, A at each level 3. Allowable story drift, Aa at each level 4. Does the moment frame have adequate lateral stiffness? 14'

Practice Problems set #4 (Seismic Principles and Criteria) I. Below are the seismic design parameters for a classroom building: O Risk Category III O Reinforced concrete SMF building Seismic design category = D (with no torsional irregularity) ○ The elastic displacement de at each level as shown Required: 2.30" 12' 1.50" 12' asd 1. The allowable story drift ratio 2. Design story drift, A at each level 3. Allowable story drift, Aa at each level 4. Does the moment frame have adequate lateral stiffness? 14'

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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Practice Problems set #4 (Seismic Principles and Criteria) I. Below are the seismic design parameters for a classroom building: O Risk Category III O Reinforced concrete SMF building Seismic design category = D (with no torsional irregularity) ○ The elastic displacement de at each level as shown Required: 2.30" 12' 1.50" 12' asd 1. The allowable story drift ratio 2. Design story drift, A at each level 3. Allowable story drift, Aa at each level 4. Does the moment frame have adequate lateral stiffness? 14'
Transcribed Image Text:Practice Problems set #4 (Seismic Principles and Criteria) I. Below are the seismic design parameters for a classroom building: O Risk Category III O Reinforced concrete SMF building Seismic design category = D (with no torsional irregularity) ○ The elastic displacement de at each level as shown Required: 2.30" 12' 1.50" 12' asd 1. The allowable story drift ratio 2. Design story drift, A at each level 3. Allowable story drift, Aa at each level 4. Does the moment frame have adequate lateral stiffness? 14'
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