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CHAPTER 1 BEGINNING Part 1: Installation of MkaPEB Software

11 June 2023

CHAPTER 2 MODELING Part 4: Wind Columns And Door Openings

 
11 June 2023

CHAPTER 2 MODELING Part 5: Adding truss

 
11 June 2023

CHAPTER 2 MODELING Part 6: Using Different Trusses

 
11 June 2023

CHAPTER 2 MODELING Part 7: Define An Empty Room Building

 
11 June 2023

CHAPTER 2 MODELING Part 8: Define Portal Frame Sections

11 June 2023

CHAPTER 2 MODELING Part 9: Assign Rafter Section, Skylight And Eaves

 
11 June 2023

CHAPTER 2 MODELING Part 10: Adding Cranes and analyzing crane runway beam

 
11 June 2023

CHAPTER 2 MODELING Part 11: Adding Mezzanine

11 June 2023

CHAPTER 2 MODELING Part 12 Assign Truss Sections

11 June 2023

CHAPTER 2 MODELING Part 13: PEB

11 June 2023

CHAPTER 2 MODELING Part 14: Flying Braces

11 June 2023

CHAPTER 2 MODELING Part 15: Define Wall Bracing

 
11 June 2023

CHAPTER 2 MODELING Part 16: Roof Purlin

11 June 2023

CHAPTER 2 MODELING Part 17: Wall Girts

11 June 2023

CHAPTER 2 MODELING Part 18: End wall Girts

11 June 2023

CHAPTER 2 MODELING Part 19: Mezzanine Secondary Beams

11 June 2023

CHAPTER 2 MODELING Part 20: Curtain Wall

11 June 2023

CHAPTER 3 LOADING Part 21: Snow Load

 
11 June 2023

CHAPTER 3 LOADING Part 22: Roof Dead Loads

11 June 2023

CHAPTER 3 LOADING Part 23: Roof Service Loads

11 June 2023

CHAPTER 3 LOADING Part 24: Point Loads

11 June 2023

CHAPTER 3 LOADING Part 25: Wind Loads

11 June 2023

CHAPTER 3 LOADING Part 26 Soil Type

11 June 2023

CHAPTER 3 LOADING Part 27: Seismic Parameters

11 June 2023

CHAPTER 4 ANALYSIS Part 28: Define Thermal Loads and Perform Analysis

11 June 2023

CHAPTER 4 ANALYSIS Part 29: Truss Structural Analysis

11 June 2023

CHAPTER 5 AFTER ANALYSIS Part 30: Connection Design

 

11 June 2023

CHAPTER 5 AFTER ANALYSIS Part 31: Cost Estimation

11 June 2023

CHAPTER 5 AFTER ANALYSIS Part 32: Create 3D Model And Shop Drawings

11 June 2023

CHAPTER 5 AFTER ANALYSIS Part 33: Report Generation

11 June 2023
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1- PEB Example-1 (Part-1)

11 June 2023

Lorem ipsum dolor sit amet, consectetur adipiscing elit. Quisque placerat sapien condimentum imperdiet cursus. Nam finibus tempor

[dsm_perspective_image src="https://www.mkapeb.com/wp-content/uploads/2024/05/sampleprojects.png" title_text="sampleprojects" url="https://www.youtube.com/watch?v=iW58_nV2KVA" use_video_popup="on" use_overlay="on" hover_overlay_color="RGBA(255,255,255,0)" overlay_icon_color="#E94F56" hover_icon="I||divi||400" overlay_on_hover="off" align="center" _builder_version="4.25.1" _module_preset="default" module_alignment="center" custom_margin="0px||0px||false|false" custom_padding="0px||0px||false|false" template_type="module" global_colors_info="{}"][/dsm_perspective_image]

2- PEB Example-1 (Part-2)

11 June 2023

Lorem ipsum dolor sit amet, consectetur adipiscing elit. Quisque placerat sapien condimentum imperdiet cursus. Nam finibus tempor

[dsm_perspective_image src="https://www.mkapeb.com/wp-content/uploads/2024/05/sampleprojects.png" title_text="sampleprojects" url="https://www.youtube.com/watch?v=gfDOqlpCGiw" use_video_popup="on" use_overlay="on" hover_overlay_color="RGBA(255,255,255,0)" overlay_icon_color="#E94F56" hover_icon="I||divi||400" overlay_on_hover="off" align="center" _builder_version="4.25.1" _module_preset="default" module_alignment="center" custom_margin="||0px||false|false" custom_padding="||0px||false|false" template_type="module" global_colors_info="{}"][/dsm_perspective_image]

2- PEB design by using Saudi Arabia Building Codes

11 June 2023

Lorem ipsum dolor sit amet, consectetur adipiscing elit. Quisque placerat sapien condimentum imperdiet cursus. Nam finibus tempor

[dsm_perspective_image src="https://www.mkapeb.com/wp-content/uploads/2024/05/sampleprojects.png" title_text="sampleprojects" url="https://www.youtube.com/watch?v=5TIao_zJxDg" use_video_popup="on" use_overlay="on" hover_overlay_color="RGBA(255,255,255,0)" overlay_icon_color="#E94F56" hover_icon="I||divi||400" overlay_on_hover="off" align="center" _builder_version="4.25.1" _module_preset="default" module_alignment="center" custom_margin="||0px||false|false" custom_padding="||0px||false|false" template_type="module" global_colors_info="{}"][/dsm_perspective_image]

4- Monoslope PEB structure (MS-1) (29kg/m2)

11 June 2023

Lorem ipsum dolor sit amet, consectetur adipiscing elit. Quisque placerat sapien condimentum imperdiet cursus. Nam finibus tempor

[dsm_perspective_image src="https://www.mkapeb.com/wp-content/uploads/2024/05/sampleprojects.png" title_text="sampleprojects" url="https://www.youtube.com/watch?v=t8Ryr8HCG6o" use_video_popup="on" use_overlay="on" hover_overlay_color="RGBA(255,255,255,0)" overlay_icon_color="#E94F56" hover_icon="I||divi||400" overlay_on_hover="off" align="center" _builder_version="4.25.1" _module_preset="default" module_alignment="center" custom_margin="||0px||false|false" custom_padding="||0px||false|false" template_type="module" global_colors_info="{}"][/dsm_perspective_image]

5- Monoslope PEB Structure (CS) (25 kg/m2)

11 June 2023

Lorem ipsum dolor sit amet, consectetur adipiscing elit. Quisque placerat sapien condimentum imperdiet cursus. Nam finibus tempor

1- PEB Example-1 (Part-1)

11 June 2023

2- PEB Example-1 (Part-2)

11 June 2023

3- PEB design by using Saudi Arabia Building Codes

11 June 2023

4- Monoslope PEB structure (MS-1) (29kg/m2)

11 June 2023

5- Monoslope PEB Structure (CS) (25 kg/m2)

11 June 2023

Tutorial For Beginners

CHAPTER 1 BEGINNING Part 1: Installation of MkaPEB Software

11 June 2023

CHAPTER 2 MODELING Part 4: Wind Columns And Door Openings

 
11 June 2023

CHAPTER 2 MODELING Part 5: Adding truss

 
11 June 2023

CHAPTER 2 MODELING Part 6: Using Different Trusses

 
11 June 2023

CHAPTER 2 MODELING Part 7: Define An Empty Room Building

 
11 June 2023

CHAPTER 2 MODELING Part 8: Define Portal Frame Sections

11 June 2023

CHAPTER 2 MODELING Part 9: Assign Rafter Section, Skylight And Eaves

 
11 June 2023

CHAPTER 2 MODELING Part 10: Adding Cranes and analyzing crane runway beam

 
11 June 2023

CHAPTER 2 MODELING Part 11: Adding Mezzanine

11 June 2023

CHAPTER 2 MODELING Part 12 Assign Truss Sections

11 June 2023

CHAPTER 2 MODELING Part 13: PEB

11 June 2023

CHAPTER 2 MODELING Part 14: Flying Braces

11 June 2023

CHAPTER 2 MODELING Part 15: Define Wall Bracing

 
11 June 2023

CHAPTER 2 MODELING Part 16: Roof Purlin

11 June 2023

CHAPTER 2 MODELING Part 17: Wall Girts

11 June 2023

CHAPTER 2 MODELING Part 18: End wall Girts

11 June 2023

CHAPTER 2 MODELING Part 19: Mezzanine Secondary Beams

11 June 2023

CHAPTER 2 MODELING Part 20: Curtain Wall

11 June 2023

CHAPTER 3 LOADING Part 21: Snow Load

 
11 June 2023

CHAPTER 3 LOADING Part 22: Roof Dead Loads

11 June 2023

CHAPTER 3 LOADING Part 23: Roof Service Loads

11 June 2023

CHAPTER 3 LOADING Part 24: Point Loads

11 June 2023

CHAPTER 3 LOADING Part 25: Wind Loads

11 June 2023

CHAPTER 3 LOADING Part 26 Soil Type

11 June 2023

CHAPTER 3 LOADING Part 27: Seismic Parameters

11 June 2023

CHAPTER 4 ANALYSIS Part 28: Define Thermal Loads and Perform Analysis

11 June 2023

CHAPTER 4 ANALYSIS Part 29: Truss Structural Analysis

11 June 2023

CHAPTER 5 AFTER ANALYSIS Part 30: Connection Design

 

11 June 2023

CHAPTER 5 AFTER ANALYSIS Part 31: Cost Estimation

11 June 2023

CHAPTER 5 AFTER ANALYSIS Part 32: Create 3D Model And Shop Drawings

11 June 2023

CHAPTER 5 AFTER ANALYSIS Part 33: Report Generation

11 June 2023

Sample Projects

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1- PEB Example-1 (Part-1)

11 June 2023

Lorem ipsum dolor sit amet, consectetur adipiscing elit. Quisque placerat sapien condimentum imperdiet cursus. Nam finibus tempor

[dsm_perspective_image src="https://www.mkapeb.com/wp-content/uploads/2024/05/sampleprojects.png" title_text="sampleprojects" url="https://www.youtube.com/watch?v=iW58_nV2KVA" use_video_popup="on" use_overlay="on" hover_overlay_color="RGBA(255,255,255,0)" overlay_icon_color="#E94F56" hover_icon="I||divi||400" overlay_on_hover="off" align="center" _builder_version="4.25.1" _module_preset="default" module_alignment="center" custom_margin="0px||0px||false|false" custom_padding="0px||0px||false|false" template_type="module" global_colors_info="{}"][/dsm_perspective_image]

2- PEB Example-1 (Part-2)

11 June 2023

Lorem ipsum dolor sit amet, consectetur adipiscing elit. Quisque placerat sapien condimentum imperdiet cursus. Nam finibus tempor

[dsm_perspective_image src="https://www.mkapeb.com/wp-content/uploads/2024/05/sampleprojects.png" title_text="sampleprojects" url="https://www.youtube.com/watch?v=gfDOqlpCGiw" use_video_popup="on" use_overlay="on" hover_overlay_color="RGBA(255,255,255,0)" overlay_icon_color="#E94F56" hover_icon="I||divi||400" overlay_on_hover="off" align="center" _builder_version="4.25.1" _module_preset="default" module_alignment="center" custom_margin="||0px||false|false" custom_padding="||0px||false|false" template_type="module" global_colors_info="{}"][/dsm_perspective_image]

2- PEB design by using Saudi Arabia Building Codes

11 June 2023

Lorem ipsum dolor sit amet, consectetur adipiscing elit. Quisque placerat sapien condimentum imperdiet cursus. Nam finibus tempor

[dsm_perspective_image src="https://www.mkapeb.com/wp-content/uploads/2024/05/sampleprojects.png" title_text="sampleprojects" url="https://www.youtube.com/watch?v=5TIao_zJxDg" use_video_popup="on" use_overlay="on" hover_overlay_color="RGBA(255,255,255,0)" overlay_icon_color="#E94F56" hover_icon="I||divi||400" overlay_on_hover="off" align="center" _builder_version="4.25.1" _module_preset="default" module_alignment="center" custom_margin="||0px||false|false" custom_padding="||0px||false|false" template_type="module" global_colors_info="{}"][/dsm_perspective_image]

4- Monoslope PEB structure (MS-1) (29kg/m2)

11 June 2023

Lorem ipsum dolor sit amet, consectetur adipiscing elit. Quisque placerat sapien condimentum imperdiet cursus. Nam finibus tempor

[dsm_perspective_image src="https://www.mkapeb.com/wp-content/uploads/2024/05/sampleprojects.png" title_text="sampleprojects" url="https://www.youtube.com/watch?v=t8Ryr8HCG6o" use_video_popup="on" use_overlay="on" hover_overlay_color="RGBA(255,255,255,0)" overlay_icon_color="#E94F56" hover_icon="I||divi||400" overlay_on_hover="off" align="center" _builder_version="4.25.1" _module_preset="default" module_alignment="center" custom_margin="||0px||false|false" custom_padding="||0px||false|false" template_type="module" global_colors_info="{}"][/dsm_perspective_image]

5- Monoslope PEB Structure (CS) (25 kg/m2)

11 June 2023

Lorem ipsum dolor sit amet, consectetur adipiscing elit. Quisque placerat sapien condimentum imperdiet cursus. Nam finibus tempor

Webbinars

1- PEB Example-1 (Part-1)

11 June 2023

2- PEB Example-1 (Part-2)

11 June 2023

3- PEB design by using Saudi Arabia Building Codes

11 June 2023

4- Monoslope PEB structure (MS-1) (29kg/m2)

11 June 2023

5- Monoslope PEB Structure (CS) (25 kg/m2)

11 June 2023

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Shattering the Monopoly: How AI-Driven Cost Optimization is Positioning Steel as the Low-Cost Leader and Unlocking a 20X Larger Market

The Strategic Amplification of Engineering Talent: Leveraging AI as a Force Multiplier in Structural Design to Drive Innovation and Growth

The First-Mover Advantage in PEB Bidding: Leveraging AI to Win More Projects with Unbeatable Speed and Precision

The First-Mover Advantage in PEB Bidding: Leveraging AI to Win More Projects with Unbeatable Speed and Precision

The First-Mover Advantage in PEB Bidding: Leveraging AI to Win More Projects with Unbeatable Speed and Precision

The Strategic Amplification of Engineering Talent: Leveraging AI as a Force Multiplier in Structural Design to Drive Innovation and Growth

Shattering the Monopoly: How AI-Driven Cost Optimization is Positioning Steel as the Low-Cost Leader and Unlocking a 20X Larger Market

The First-Mover Advantage in PEB Bidding: Leveraging AI to Win More Projects with Unbeatable Speed and Precision

Snow Load
Wind Load
Seismic Information
Snow Load Code USA: ASCE-07-22
Risk Category II
Snow Surface Type B (see Section 26.7)
Exposure Type Fully Exposed
Thermal Condition Unheated structures, open-air structures, structures kept just above freezing [40 to 50 °F (4 to 10 °C)], and other structures with cold, ventilated roofs meeting the minimum requirements of the applicable energy code
Winter Wind Parameter, W2 0.0
Ground Snow Load 30 lb/ft² | 1.437 kN/m²
Flat Roof Snow Load 22.68 psf | 1.086 kN/m²

Wind Load Code USA: ASCE-07-22
Main Wind Force Resisting System Chapter 27
Components And Claddings Chapter 30
Building Class I
Wind Exposure For buildings or other structures with a mean roof height ≤ 30 ft (9.1 m): Exposure Category B applies where Surface Roughness B prevails for a distance > 1,500 ft (457 m).
For buildings > 30 ft (9.1 m): Exposure B applies where Surface Roughness B prevails for a distance > 2,600 ft (792 m) or 20 times the building height, whichever is greater. [ASCE 7-22]
Topographic Type 2D Ridge
Kzt 1.00
In Hurricane Prone FALSE
Wind Speed 85 mph
Enclosure Class Enclosed buildings
Internal Pressure Coefficient Cpi+ 0.18
Internal Pressure Coefficient Cpi- 0.18

Seismic Design Code USA: ASCE-07-22
Longitude 34.05354
Latitude -118.24529
Ss 2.442
S1 0.857
Pga 0.924
Pgv 0.924
Ground Type C
Ground Type Description Very dense sand or hard clay
Structural System C04: Steel ordinary moment frames
Reduction Factor (R) 3.5
Importance Factor (I) 1
Live Load Factor (n) 0.3

Snow Load Table

Snow Load

Snow Load Code USA: ASCE-07-22
Risk Category II
Snow Surface Type B (see Section 26.7)
Exposure Type Fully Exposed
Thermal Condition Unheated structures, open-air structures, structures kept just above freezing [40 to 50 °F (4 to 10 °C)], and other structures with cold, ventilated roofs meeting the minimum requirements of the applicable energy code
Winter Wind Parameter, W2 0.0
Ground Snow Load 30 lb/ft² | 1.437 kN/m²
Flat Roof Snow Load 22.68 psf | 1.086 kN/m²
Wind Load Table

Wind Load

Wind Load Code USA: ASCE-07-22
Main Wind Force Resisting System Chapter 27
Components And Claddings Chapter 30
Building Class I
Wind Exposure For buildings or other structures with a mean roof height ≤ 30 ft (9.1 m): Exposure Category B applies where Surface Roughness B prevails for a distance > 1,500 ft (457 m).
For buildings > 30 ft (9.1 m): Exposure B applies where Surface Roughness B prevails for a distance > 2,600 ft (792 m) or 20 times the building height, whichever is greater. [ASCE 7-22]
Topographic Type 2D Ridge
Kzt 1.00
In Hurricane Prone FALSE
Wind Speed 85 mph
Enclosure Class Enclosed buildings
Internal Pressure Coefficient Cpi+ 0.18
Internal Pressure Coefficient Cpi- 0.18
Seismic Information Table

Seismic Information

Seismic Design Code USA: ASCE-07-22
Longitude 34.05354
Latitude -118.24529
Ss 2.442
S1 0.857
Pga 0.924
Pgv 0.924
Ground Type C
Ground Type Description Very dense sand or hard clay
Structural System C04: Steel ordinary moment frames
Reduction Factor (R) 3.5
Importance Factor (I) 1
Live Load Factor (n) 0.3

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