Understanding Structures with Fawad Najam

Part 9 - PERFORM 3D – Plastic Hinge Modeling of Reinforced Concrete (RC) Beams

Part 8 - PERFORM 3D – Definition of Shear Strength Sections and Compound for RC Columns

Part 7 - PERFORM 3D - Definition of Fiber Sections for RC Columns

Part 6 - PERFORM 3D - Definition of Nonlinear Material Models for Concrete and Steel Fibers

Part 5 - PERFORM 3D - Nonlinear Modeling of RC Columns (Lumped Fiber Modeling Approach)

Part 4 - PERFORM 3D - Components and Properties - An Introduction

Part 3 - PERFORM 3D - Add or Delete Frames

Part 2 - PERFORM 3D - Creating Nodes (Single, Interpolate, Duplicate, Grid, Move, Delete)

Part 1 - PERFORM 3D v8 - An Overview of Interface, Features and Options

10 - Material Behavior (Basic Analysis and Design Properties of Concrete and Steel)

24 - ASCE/SEI 41-17 Plastic Hinge Modelling of RC Columns using CSI ETABS

43 - What is Displacement Amplification Factor (𝑪𝒅) and Overstrength Factor (Ω𝒐) in ASCE 7-16?

CSI SAP 2000 - Structural Analysis of a Statically Indeterminate Beam

Part 4: Link Elements in CSI ETABS - Types, Modelling & Various Applications

NBCC 2020 Seismic Hazard Values Tool

6 - Ground Motion Parameters - Part 2 - [Frequency Content Parameters, Duration & Other Parameters]

SAP 2000: Basics of Structutal Modeling

Continuous vs. Pinned Connections in CSI SAP 2000

Part 1 - What are mode shapes?

19 - CSI ETABS Demonstration on Hinge Results after Nonlinear Static (Pushover) & Dynamic Analyses

80 - Nonlinear Structural Modeling - Part 15 - Plastic Hinge Results after Nonlinear Analysis- ETABS

Part 4: Design Wind Load Cases and their application in CSI ETABS

Why Building Codes Require to Scale the RSA Base Shear to Match with Equivalent Static Base Shear?

40 - Selection of Seismic Design Category (SDC) [ASCE 7-16, IBC-2021, BCP-2021]

Part 3: Link Elements in CSI ETABS - Basic Introduction

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