Zamil Steel Buildings Design Manual (KENCN0003)

Zamil Steel Buildings Design Manual, CONTENTS:

CHAPTER 1: MATERIALS

1.1. PLATES

1.2. COLD FORMED SECTIONS

1.3. HOT ROLLED SECTIONS

1.4. SHEETING

1.5. SKYLIGHT PANELS

1.6. TRIMS

1.7. ROUND BARS

1.8. CABLE BRACING

1.9. ANCHOR BOLTS

1.10. MISCELANEOUS

1.11. BOLTS

1.12. NUTS

1.13.WASHERS

1.14. SELF DRILLING SCREWS

1.15. RIVETS

CHAPTER 2: STANDARD CODES & LOADS

2.1. STANDARD CODES AND MANUALS

2.2. DESIGN LOADS

2.2.1. Dead Load

2.2.2. Live Loads & Collateral Loads

2.2.3. Roof Snow Load

2.2.4. Wind Load

2.2.5. Crane Loads

2.2.6. Seismic Loads

2.3. LOAD COMBINATIONS

2.4. SERVICEABILITY CONSIDERATION

CHAPTER 3: Planning Peb

3.1. MAIN FRAME CONFIGURATION

3.1.1. Main frame orientation

3.1.2. Main frame types

3.1.2.1 Clear Span

3.1.2.2. Multi – Span

3.1.2.3. Lean- T0

3.1.2.4. Mono- slope

3.1.2.5. Space Saver

3.1.2.6. Roof System

3.1.2.7. Multi- Gable

3.1.3. Roof Slope

3.1.4. Eave Height

3.2. ROOF PURLINS

3.3.WALL GIRTS

3.4. ENDWALL SYSTEMS

3.5. EXPANSION JOINTS

3.6. BAY SPACING

3.7. BRACING SYSTEMS ARRANGEMENT

3.7.1. Bracing for wind and seismic loads in the longitudinal direction

3.7.2. Wind and seismic bracing in P&B endwalls

3.7.3. Crane Bracing

3.8. MEZZANINE FLOORS

3.9. CRANES SYSTEMS

CHAPTER 4: Main Framing Design

4.1. MAIN FRAME DESIGN PROCEDURE AND CONSTRAINTS

4.1.1. ASFAD

4.1.2. Design Constraints

4.1.2.1. Built up section

4.1.2.2. Galvanized primary members

4.1.2.3. Fabrication Limitation

4.1.2.4. Shipping Limitation

4.1.2.5. Shot Blast and Paint Line Limitations

4.1.2.6. Other guidelines

4.1.2.7. Optimization4.2. DESIGN OF JACK BEAMS

4.2.1. Loads

4.2.2. Connection details

4.2.3. Design parameters

4.2.4. Design Procedure

4.3. FLANGE BRACES

4.3.1. Brace members requirements

4.3.1.1. Stiffness requirements

4.3.1.2. Strength requirements

4.3.2. Spread sheet for checking flange brace system adequacy

4.4. DESIGN OF RIGID FRAME CONNECTIONS

4.4.1. Design of Pinned Base Plate

4.4.2. Design of Fixed Base Plate

4.4.3. Design of horizontal knee connection

4.4.4. Design of rafter intermediate & ridge splices

4.4.5 Design of Pinned Cap Plate

4.5. STANDARD FRAME CONNECTIONS CODES

4.5.1 Anchor Bolt Pattern Codes

4.5.2 Knee Connections

4.5.3 Rafter Splice Codes

4.6. STANDARD ANCHOR BOLTS

4.7.WELDING PROCEDURE

4.7.1.Types of Welds and Standard Sizes

4.7.2. Main Frame with Horizontal Knee Connection

4.7.3. Vertical Knee Connection

4.7.4. Interior Columns Connections

4.7.5. Ridge Splices

4.7.6. Base Plate of Cold-Formed EW Post

4.7.7. Mezzanine Connections

4.7.8. Crane Beam

CHAPTER 5: Secondary Members Design

5.1. PANELS

5.1.1. Single Skin Panels

5.1.1.1. Steel Panels

5.1.1.2. Aluminum Panels

5.1.2. Tempcon Panels

5.1.2.1. Steel Tempcon Panels

5.1.2.2. Aluminum Tempcon Panels

5.2. SECONDARY STRUCTURAL FRAMING

5.2.1. Cold Formed Cross Sections Properties and Capacities

5.2.1.1. 200mm depth Z-sections

5.2.1.2. 250mm depth Z-sections

5.2.1.3. Z-sections overlaps

5.2.1.4. 120mm depth C-sections

5.2.1.5. 200mm depth C-sections

5.2.1.6. 300mm depth C-sections

5.2.1.7. Double ‘C’ -sections

5.2.1.8. Eave Strut-section

5.2.2. Design Of Roof Purlins

5.2.2.1 Roof Purlins design loads

5.2.2.2. Roof Purlins design concept

5.2.2.3. Roof Purlins connections

5.2.3. Design Of Wall Girts

5.2.3.1. Wall Girts Design Loads

5.2.3.2. Wall Girt Design Concept:

5.2.3.3. Wall Girt Connections

5.2.4. Design Of Eave Struts

5.2.4.1. Eave strut Design Loads

5.2.4.2. Eave strut Design Concept:

5.2.4.3. Eave Strut Connections:

CHAPTER 6: End Walls Design

6.1. POST &BEAM ENDWALL RAFTERS

6.1.1. Design Loads:

6.1.2. Design Concept

6.1.3. End Wall Rafter Guide Design Tables

6.2. ENDWALL POSTS

6.2.1. Design Loads:

6.2.2. Design Concept

6.2.3. End Wall Rafter Guide Design Tables

6.3. ENDWALL DESIGN SOFT WARE

6.4. DIAPHRAGM ACTION AT P&B ENDWALLS

CHAPTER 7: Bracing System Design

7.1. BRACING STRUCTURAL TYPES

7.1.1. X-bracing

7.1.2. Portal Bracing

7.1.3. Minor Axis Bending

7.2. BRACING SYSTEMS

7.2.1. Wind Bracing

7.2.1.1. Longitudinal bracing

7.2.1.2. Transversal bracing in P&B end walls

7.2.2. Seismic Bracing

7.2.2.1.Sidewall bracing X-bracing

7.2.2.2.Sidewall bracing Portal Bracing

7.2.3. Crane Bracing

7.2.3.1 Top Running

7.2.3.2 Underhung

7.3. BRACING DESIGN NOTES

CHAPTER 8: Crane Systems Design

8.1. CRANES SYSTEMS DESIGN RULES:

8.2. DIFFERENT CRANE TYPES

8.2.1. Top Running Cranes

8.2.1.1. Bracket System

8.2.1.2.Connection for Lateral Load

8.2.1.3. Independent Crane Column

8.2.1.4. Stepped Column

8.2.1.5. Crane Tower

8.2.1.6. Crane Beam Design

8.2.2. Under hung Cranes / Monorails

8.2.3. Jib Cranes:

8.2.4 Gantry Cranes & Semi-gantry

CHAPTER 9: Mezzanine Floor Design

9.1. DESIGN OF JOISTS

9.2. DESIGN OF JOISTS CONNECTIONS

9.3. DESIGN OF BEAMS

9.4. DESIGN OF BEAMS CONNECTIONS

9.5. DESIGN OF COLUMNS

9.6. DESIGN OF FLOORING

9.6.1 Mezzanine Deck

9.6.2. Chequered Plate

9.6.3. Gratings

9.7.MISCELLANEOUS ITEMS

9.7.1. Staircases

9.7.2. Handrails

9.8. SPECIAL CASES

9.8.1. Roof Platforms

9.8.2. Catwalk

9.9. FLOOR VIBRATION

9.9.1. Vibration due to heel drop impact

9 9 2 Vibration due to forcing impact

CHAPTER 10: Special Design Requirements

10.1. ROYAL COMMISSION

10.2. SAUDI CONSOLIDATED ELECTRICITY COMPANY (SCECO):

10.3. SAUDI ARAMCO:

10.4. JEBEL ALI FREE ZONE AUTHORITY (JAFZA)

10.5. DUBAI

10.6. SHARJAH

10.7. ABU DHABI

10.8. VIETNAM:

10.9. SHANGHAI CHINA:

10.10. WIND SPEED IN SAUDI ARABIAN:

10.11. EGYPT JOBS IN NON-FREE ZONE AREAS

10.12. SNOW LOADS

CHAPTER 11: Special Buildings

11.1. CAR CANOPIES

11.2. POULTRY BUILDINGS

11.3. BULK STORAGE BUILDINGS

11.4. HANGAR BUILDINGS

CHAPTER 12: Miscellaneous Services

12.1. DRAINAGE

12.2. NATURAL LIGHTING

12.3. VENTILATION

12.3.1. Ventilation Design Using Air Change Method

12.3.2. Ventilation Design Using Heat Removal Method

12.4. FOOTING

12.4.1. Spread Footings with hairpin

12.4.2 Spread Footings without hairpin

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