MkaPEB Design Codes 

The main purpose of MkaPEB is to enable the engineer to reach the lowest cost solution in the shortest time without compromising on quality.

MkaPEB is one of the most efficient and comprehensive software ever developed for single-storey steel structures in the world. It has many unique features that prevent users from making mistakes.

1- Loading (snow, wind, crane, thermal)
2- Seismic
3- Hot Rolled Steel
4- Cold Formed Steel
5- Reinforced Concrete
6- Steel Connection

Snow Load Generation

The following standards are available:

⦿ EN 1991 - 1 - 3 (incl. National Annexes)

⦿ ASCE - 07 - 16 

⦿ IS - 875 - 2015

 

Wind Load Generation

The following standards are available:

⦿ EN 1991 - 1 - 4 (incl. National Annexes)

⦿ ASCE - 07 - 16

⦿ IS - 875 - 2015

 

For snow and wind loads according to European Standards, the following National Annexes are available

⦿ Austria, ⦿ Greece, ⦿ Russia,
⦿ Belgium, ⦿ Iceland, ⦿ Singapore
⦿ Bulgaria, ⦿ Ireland, ⦿ Slovakia,
⦿ Croatia, ⦿ Italia, ⦿ Slovenia,
⦿ Cyprus, ⦿ Malaysia, ⦿ South Africa,
⦿ Czech Republic, ⦿ Netherlands, ⦿ Spain,
⦿ Denmark, ⦿ Norway, ⦿ Sweden,
⦿ Finland, ⦿ Poland, ⦿ Türkiye
⦿ France, ⦿ Portugal, ⦿ United Kingdom
⦿ Germany, ⦿ Romania,  

 

Overhead Crane Loads

The following standards are available:

⦿ EN 1991 - 3

⦿ AISC Design Guide 7

Seismic codes in MkaPEB according to continents

Europe

⦿

 Eurocode 8

 Included National Annexes

   

⦿ Austria

⦿ Bulgaria

⦿ Crotia

⦿ Cyprus

⦿ Czechia

⦿ Finland

⦿ Germany

⦿ Greece

⦿ Iceland

⦿ Italia

⦿ Poland

⦿ Portugal

⦿ Romania

⦿ Slovakia

⦿ Slovenia

⦿ Spain

⦿ United Kingdom

 

⦿

TEC-2018

Turkish Building Earthquake Code

⦿

EAK-2000

Greek Code for Seismic Resistant Structures

⦿

P100-1/2013

Romania  Code for Earthquake Resistant Design

Asia

⦿

IS 1893 :  2016

Indian Standard: Criteria for Earthquake Resistant Design of Structures

⦿

GB50011:  2010

Chineese Standard: Code for Seismic Design of Buildings

⦿

SBC-301:  2016

Saudi Arabia: Seismic Provisions in the Saudi Building Code

⦿

DUBAI: 2013

United Arab Emirates: Seismic Design Code For Dubai, Dubai Municipality

⦿

BNBC:  2020

Seismic Provisions in the Bangladesh National Building Code

⦿

BCP:  2021

Seismic Provisions in the Building Code of Pakistan

⦿

NSCP:  2010

Seismic Provisions in the National Structural Code of the Philippines

⦿

SI-413: 2019

Israeli Standard:  Design of Structures for Earthquake Resistance

⦿

TAIWAN:2019

Seismic Force Requirements for Buildings in Taiwan

⦿

MALAYSIA: EC-8 NA

Malaysia National Annex to MS EN 1998

⦿

SINGAPORE:

EC-8 NA

Singapore National Annex to SS EN 1998

⦿

TCXDVN 375-2006

Vietnamese Earthquake Design Code (Based on EN-1998)

America

⦿

ASCE/SEI 7-16

USA Standard: Minimum Design Loads For Buildings And Other Structures

⦿

ANSI/AISC 341-16

USA Standard: Seismic Provisions for Structural Steel Buildings

⦿

NBCC-2020

Canada: Seismic Provisions in the National Building Code of Canada

⦿

INPRESS-CIRCOS-103

Argentinean Standards for Earthquake Resistant Constructions

⦿

NDBS:  2006

Bolivia: Norma Boliviana de Diseño Sísmico (2006)

⦿

NCH433:  2012

Chile: Chilean seismic code

⦿

NSR-10

Colombia: Reglamento colombiano de construcción sismo resistente

⦿

CRSC- 2010

Costa Rica: Código sísmico de Costa Rica 2010

⦿

MOC-2008

Mexico: Normas Técnicas Complementarias para Diseño por Sismo

Africa

⦿

ECP‑201: 2012

Egyptian Code of Practice for Calculation of Loads and Forces in Structures and Buildings (Based on EN-1998)

⦿

RPA-99: 2003

Algerian Earthquake Resistant Regulations

⦿

RPS-2011

Morocco: D’utilisation Du Reglement De Construction Parasismique

⦿

SANS-10163-4

South Africa: Seismic actions and general requirements for buildings (Based on EN-1998)

Australia

Our work on earthquake actions AS-11704-2007 in Australia continues. It is expected to be finalised in the next few months.

ANSI/AISC-360-16

Specification for Structural Steel Buildings

 

EN-1993-1-1 (2005)

Eurocode 3. Design of steel structures

General rules and rules for buildings

 

IS-800 (2007)

Indian Standard: General Construction in Steel

Code of Practice

 

CYTHYE-2016 (Turkiye)

Turkish Standard: 2016 Regulation on Design, Calculation and Construction Principles of Steel Structures

 

EN-1993-1-3

Eurocode 3. Design of steel structures - General rules

Supplementary rules for cold-formed members and sheeting

ACI-318-14

Building Code Requirements for Structural Concrete.

EN-1992-1-1

Eurocode 2: Design of concrete structures - Part 1-1

General rules and rules for buildings

TS-500: 2000

Turkish Standard: Requirements for Design and Construction of Reinforced Concrete Structures 

AISC-360-16 & Design Guides

Specification for Structural Steel Buildings

EN-1993-1-8

Eurocode 3: Design of steel structures - Part 1-8

Design of joints

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

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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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