Structural Analysis Question. Calculate the following, show working. Calculation: Earthquake Analysis using Equivalent Lateral ProcedureA new Emergency Treatment Facilities is being proposed for St. Elizabeth. The building isproposed to be constructed from special steel moment resisting frame, five (5) storey's onvery dense soil (see chapter 20 in the ACSE).Each story is design at 10 feet except the first at 12 ft. All floors will carry 1500 kips loading.The mapped spectral accelerations for short periods = 1.3gThe mapped spectral accelerations for 1-second periods = 0.4gInstruction:1. Determine the lateralseismic force.2. Determine design story shear.3. Determine overturning moment.

Overturning moment Explanation:Step 1: Step 2: Step 3: Step 4:

Answered: Calculation: Earthquake Analysis using…

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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I. Single choice questions 1 . Among the following factors, which determines the level of the seismic action ( )○1 mass of building；○2 seismic site intensity；○3 dynamic property of building；○4 building grade（A）○1○4 ；（B）○2○3○4 ；（C）○3○4 ；（D）○1○2○32. It is assumed that the fundamental period of reinforced concrete frame structure is located between Tg~5Tg of acceleration design response spectrum. How the fundamental period of structure T1 and bottom horizontal seismic action Fek would change, if the contribution of infilled wall to structural stiffness is considered during structural analysis?（A）T1↓, Fek↑ （B）T1↑, Fek↑ （C）T1↑, Fek↓ （D）T1↓, Fek↓3. The purpose of restricting depth to width ratio of multi-storey masonry building is to ( )（A） avoid shear damage to building（B） avoid global bending damage to building（C） avoid differential settlement of building（D） reduce global stiffness of building4. Which of the following is not a common seismic failure to frame beams: ( )（A） Oblique…
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Seismic Principle Candidate Questions. 13. Seismic anchorage force for wall/floor connection. 14. What is mode shape of structure reflected in the vertical distribution of seismic shear?
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