AnNajah National University Engineering Collage Civil Engineering Department

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An-Najah National University Engineering Collage Civil Engineering Department Graduation Project 2 3 D Dynamic

An-Najah National University Engineering Collage Civil Engineering Department Graduation Project 2 3 D Dynamic Analysis And design of Ministry of Transportation Building Supervised by: Dr. Munther Diyab 2013 1

Outline 1. Introduction 2. Preliminary Design 3. 3 D Modeling analysis and design using

Outline 1. Introduction 2. Preliminary Design 3. 3 D Modeling analysis and design using SAP 2000 2

Chapter One Introduction 3

Chapter One Introduction 3

(1) Project Description • Five stories. • Story area of 1500 • Story elevation

(1) Project Description • Five stories. • Story area of 1500 • Story elevation 4. 6 m. February 23, 2021 Chapter 1: Introduction 4

(2) Materials and loads February 23, 2021 Chapter 1: Introduction 5

(2) Materials and loads February 23, 2021 Chapter 1: Introduction 5

(3) Design Codes February 23, 2021 Chapter 1: Introduction 6

(3) Design Codes February 23, 2021 Chapter 1: Introduction 6

Chapter Two Preliminary Design 7

Chapter Two Preliminary Design 7

Architectural Plan February 23, 2021 Chapter 2: Preliminary Design 8

Architectural Plan February 23, 2021 Chapter 2: Preliminary Design 8

Structural Plan February 23, 2021 Chapter 2: Preliminary Design 9

Structural Plan February 23, 2021 Chapter 2: Preliminary Design 9

Dimensions For Beams and Slab February 23, 2021 Chapter 2: Preliminary Design 10

Dimensions For Beams and Slab February 23, 2021 Chapter 2: Preliminary Design 10

Manual Checks for Dimensions February 23, 2021 Chapter 2: Preliminary Design 11

Manual Checks for Dimensions February 23, 2021 Chapter 2: Preliminary Design 11

Manual Checks for Dimensions Check beam dimensions Load distribution from tributary area Shear force

Manual Checks for Dimensions Check beam dimensions Load distribution from tributary area Shear force from tributary area Moment diagram from tributary area February 23, 2021 Chapter 2: Preliminary Design 12

Manual Checks for Dimensions Check beam dimensions Moment diagram from tributary area Moment diagram

Manual Checks for Dimensions Check beam dimensions Moment diagram from tributary area Moment diagram from direct design method Total moment = 267+163. 5 = 430. 5 Difference percentage = 8% February 23, 2021 Chapter 2: Preliminary Design 13

Manual Checks for Dimensions February 23, 2021 Chapter 2: Preliminary Design 14

Manual Checks for Dimensions February 23, 2021 Chapter 2: Preliminary Design 14

Dimensions For columns February 23, 2021 Chapter 2: Preliminary Design 15

Dimensions For columns February 23, 2021 Chapter 2: Preliminary Design 15

Chapter Three 3 D Model & Checks 16

Chapter Three 3 D Model & Checks 16

Compatibility Check The model is compatible. February 23, 2021 Chapter 3: 3 D Modeling

Compatibility Check The model is compatible. February 23, 2021 Chapter 3: 3 D Modeling and Checks 17

Equilibrium Check Manual result SAP results Member Weight, KN Shear walls 4904 Columns 2898

Equilibrium Check Manual result SAP results Member Weight, KN Shear walls 4904 Columns 2898 Beams 4415 Slab 12150 external wall 11325 Superimposed 9720 Total 45412 Total live load = 9720 KN Difference percentage = 0. 02% February 23, 2021 Chapter 3: 3 D Modeling and Checks 18

Internal Forces Check Moment check in beams: Moment diagram from direct design method: Moment

Internal Forces Check Moment check in beams: Moment diagram from direct design method: Moment diagram from SAP results: Difference is acceptable February 23, 2021 Chapter 3: 3 D Modeling and Checks 19

Internal Forces Check Shear check in beams: Shear diagram from direct design method: Shear

Internal Forces Check Shear check in beams: Shear diagram from direct design method: Shear diagram from SAP results: Difference is acceptable February 23, 2021 Chapter 3: 3 D Modeling and Checks 20

Internal Forces Check February 23, 2021 Chapter 3: 3 D Modeling and Checks 21

Internal Forces Check February 23, 2021 Chapter 3: 3 D Modeling and Checks 21

Deflection Check Comments on Deflection Check: Ø Actual beams deflection = total beam deflection

Deflection Check Comments on Deflection Check: Ø Actual beams deflection = total beam deflection - average axial deformation of columns that support the beam. Ø Actual floor deflection = total deflection - the average axial deformation of the four surrounding columns. Ø Actual slab deflection = Actual floor deflection - the average actual beams deflection. February 23, 2021 Chapter 3: 3 D Modeling and Checks 22

Deflection Check February 23, 2021 Chapter 3: 3 D Modeling and Checks 23

Deflection Check February 23, 2021 Chapter 3: 3 D Modeling and Checks 23

Deflection Check February 23, 2021 Chapter 3: 3 D Modeling and Checks 24

Deflection Check February 23, 2021 Chapter 3: 3 D Modeling and Checks 24

Deflection Check February 23, 2021 Chapter 3: 3 D Modeling and Checks 25

Deflection Check February 23, 2021 Chapter 3: 3 D Modeling and Checks 25

Chapter Four 3 D Dynamic Analysis 26

Chapter Four 3 D Dynamic Analysis 26

Design Input Data • February 23, 2021 Chapter 3: 3 D Modeling and Checks

Design Input Data • February 23, 2021 Chapter 3: 3 D Modeling and Checks 27

Preliminary Design(Equivalent Static) • February 23, 2021 Chapter 3: 3 D Modeling and Checks

Preliminary Design(Equivalent Static) • February 23, 2021 Chapter 3: 3 D Modeling and Checks 28

Preliminary Design(Equivalent Static) • Floor # Height Elevation(h) Floor Mass M*(h) Force shear 5

Preliminary Design(Equivalent Static) • Floor # Height Elevation(h) Floor Mass M*(h) Force shear 5 4. 6 23 1684. 457 38742. 51 3540. 281 4 4. 6 18. 4 1684. 457 30994. 01 2420. 76 5961. 041 3 4. 6 13. 8 1684. 457 23245. 51 1815. 57 7776. 612 2 4. 6 9. 2 1684. 457 15497 1210. 38 8986. 992 1 4. 6 1684. 457 7748. 502 605. 1901 9592. 182 ∑ 116227. 5 February 23, 2021 Chapter 3: 3 D Modeling and Checks 29

Modal Analysis • February 23, 2021 Chapter 3: 3 D Modeling and Checks 30

Modal Analysis • February 23, 2021 Chapter 3: 3 D Modeling and Checks 30

Modal Analysis Response spectrum: February 23, 2021 Chapter 3: 3 D Modeling and Checks

Modal Analysis Response spectrum: February 23, 2021 Chapter 3: 3 D Modeling and Checks 31

Chapter Five Slab, Beams and Columns Design 32

Chapter Five Slab, Beams and Columns Design 32

Chapter Six Footings, Shear walls and Stairs Design 33

Chapter Six Footings, Shear walls and Stairs Design 33

Shear Walls Design • February 23, 2021 Chapter 3: 3 D Modeling and Checks

Shear Walls Design • February 23, 2021 Chapter 3: 3 D Modeling and Checks 34

Design of Tie Beams • February 23, 2021 Chapter 3: 3 D Modeling and

Design of Tie Beams • February 23, 2021 Chapter 3: 3 D Modeling and Checks 35

Design of Footings • February 23, 2021 Chapter 3: 3 D Modeling and Checks

Design of Footings • February 23, 2021 Chapter 3: 3 D Modeling and Checks 36

Design of Footings • February 23, 2021 Chapter 3: 3 D Modeling and Checks

Design of Footings • February 23, 2021 Chapter 3: 3 D Modeling and Checks 37

Design of Footings February 23, 2021 Chapter 3: 3 D Modeling and Checks 38

Design of Footings February 23, 2021 Chapter 3: 3 D Modeling and Checks 38

Design of Footings February 23, 2021 Chapter 3: 3 D Modeling and Checks 39

Design of Footings February 23, 2021 Chapter 3: 3 D Modeling and Checks 39

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• February 23, 2021 Chapter 3: 3 D Modeling and Checks 40

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• February 23, 2021 Chapter 3: 3 D Modeling and Checks 41

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• February 23, 2021 Chapter 3: 3 D Modeling and Checks 42

Moment diagram with out earthquake: Moment diagram with earth quake: February 23, 2021 Chapter

Moment diagram with out earthquake: Moment diagram with earth quake: February 23, 2021 Chapter 3: 3 D Modeling and Checks 43

THANK YOU 44

THANK YOU 44

Questions ? ? 45

Questions ? ? 45