(Seismic Principles and Criteria) I. Given: The following information is given for a six-story office building with a flat roof (shown below): Building Material - Structural steel • • • • • • Lateral Force Resisting System - Special moment-resisting frame - Effective Seismic Weight of each story – 400 kips (typical at each level) Soil Class - C Mapped maximum considered earthquake spectral response accelerations at short periods, Ss = 1.5g Mapped maximum considered earthquake spectral response accelerations for 1-second period, S₁ = 0.6g Long-period transition period, T₁ = 8 sec. TTTT 1777 TITT Required: Determine the following based on the ASCE 7-16 standards: 1. SDS and SD1. 2. The seismic design category (SDC) of the building. 3. The approximate fundamental period of the building. 4. The total design base shear. 5. The lateral seismic force (story force) 6. at each level of the building. 7. The seismic story shears at each level of the building. 10' 10' 10' 10' 12' 8

(Seismic Principles and Criteria) I. Given: The following information is given for a six-story office building with a flat roof (shown below): Building Material - Structural steel • • • • • • Lateral Force Resisting System - Special moment-resisting frame - Effective Seismic Weight of each story – 400 kips (typical at each level) Soil Class - C Mapped maximum considered earthquake spectral response accelerations at short periods, Ss = 1.5g Mapped maximum considered earthquake spectral response accelerations for 1-second period, S₁ = 0.6g Long-period transition period, T₁ = 8 sec. TTTT 1777 TITT Required: Determine the following based on the ASCE 7-16 standards: 1. SDS and SD1. 2. The seismic design category (SDC) of the building. 3. The approximate fundamental period of the building. 4. The total design base shear. 5. The lateral seismic force (story force) 6. at each level of the building. 7. The seismic story shears at each level of the building. 10' 10' 10' 10' 12' 8

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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