Seismic Analysis & Design of 10 Story RC Building (Equivalent Lateral Force) 17/97 Step 1-4: Create Two Way Slab System Model Two way slab model has been created as parameters specified from previous steps. Step 1-3: Enter Two Way Slab System Parameters Specify parameters as shown in figure below.ДЎ6/97 Seismic Analysis & Design of 10 Story RC Building (Equivalent Lateral Force) Seismic Analysis & Design of 10 Story RC Building (Equivalent Lateral Force) 15/97 Select Two Way or Ribbed Slab from Structural Objects list. Step 1-2: Specify Grid and Story Dimension Specify grid dimension and story dimension as shown in figure below. This will allow setting of the repeatedly used preferences.Д¬lick the No button if you just want to use the built-in ETABS defaults.ДЎ4/97 Seismic Analysis & Design of 10 Story RC Building (Equivalent Lateral Force) edb file set up for this client or project which could then be used to initialize all models for the client or project. For example, a certain client or project may require certain things in your model to be done in a certain way that is different from your typical office standards. In some cases you may want to click the Choose.edb button and specify a different file from which the definitions and preferences are to be initialized. You should create your Default.edb file such that you most commonly click this button. If the Default.edb file does not exist in this directory then the definitions and preferences are initialized using ETABS built-in defaults.

This means that the definitions and preferences will be initialized (get their initial values) from the Default.edb file that is in the same directory as your ETABS.exe file. Seismic Analysis & Design of 10 Story RC Building (Equivalent Lateral Force) 13/97 Step 1-1: Select Working Unit and Start New Model using Template Start up screen of ETABS, select working unit to be ton-m at drop-down menu on the bottom-right of screen and click on New Model button to start new model using template

Seismic Analysis & Design of 10 Story RC Building (Equivalent Lateral Force) 11/97ДЎ2/97 Seismic Analysis & Design of 10 Story RC Building (Equivalent Lateral Force) Load Case Name Direction and Eccentricity % Eccentricity Response Acceleration at Short Period (Ss)ДЎ0/97 Seismic Analysis & Design of 10 Story RC Building (Equivalent Lateral Force) Importance Factor 1 (Building normal importance)Д®quivalent Static Force Parameters (IBC2000) Seismic Analysis & Design of 10 Story RC Building (Equivalent Lateral Force) 9/97

LIVE Reducible Live Load Uniform Load on Slabs: Uniform Load on Slabs: (Finishing + Partition Load) Self Weight of Structural MembersCalculate automatically using Self Material Properties for Concrete (Unit in kg and cm)ДЁ/97 Seismic Analysis & Design of 10 Story RC Building (Equivalent Lateral Force) Seismic Analysis & Design of 10 Story RC Building (Equivalent Lateral Force) 7/97 Problem Carry out analysis, and design of 10 story RC building as shown in following details using IBC2000 equivalent lateral force.Д¦/97 Seismic Analysis & Design of 10 Story RC Building (Equivalent Lateral Force) Objective To demonstrate and practice step-by-step on the modeling, analysis and design of 10 story RC building for seismic equivalent lateral force. Seismic Analysis & Design of 10 Story RC Building (Equivalent Lateral Force) 5/97 Run Shear Wall Design and View Results 87 Run Concrete Frame Design and View Results 81ДЎ5. Define Static Load Case for Equivalent Seismic Force 62ДЎ4. Assign Auto Mesh Options at Shell Panels 46ДЎ2. Modify Floor Plan at STORY8 to STORY10 38Д§. Draw Shear Wall and Define Pier Labels 32Д¦. Define and Assign Section Properties 19Д¤. 10 Story RC Building (Equivalent Lateral Force)ДЈ.

Ribbed slab etabs