Masonry Design Software Free Download

The current software on this page will continue be offered until the replacement is ready. Support for the current Structural Design Software will likely be discontinued by December 2021. Contact NCMA for more details. Generate fully-compliant structural designs of masonry elements in minutes using the latest software available from NCMA. Addeddate 2015-04-26 23:52:58 Identifier MasonryStructuralDesign Identifier-ark ark:/13960/t3905j651 Ocr ABBYY FineReader 9.0 Ppi 300 Scanner Internet Archive HTML5 Uploader 1.6.1. It's easier than ever to take Simpson Strong-Tie product information with you on the go. With the Literature Library app on your iPhone or iPad, you can now: access and download all catalogs, fliers and technical bulletins to your mobile device; bookmark the pages you use most; create a customized library on your device; view your downloaded documents without Wi-Fi. 10.5 Reinforced masonry columns, using BS 5628: Part 2 10.6 Reinforced masonry columns, using ENV 1996–1–1 11 Prestressed masonry 11.1 Introduction 11.2 Methods of prestressing 11.3 Basic theory 11.4 A general flexural theory 11.5 Shear stress 11.6 Deflections 11.7 Loss of prestress 12 Design calculations for a seven-storey dormitory building.

• Masonry Wall Design Software
• Masonry Design Program

Masonry Wall Design Software

Brickwork is generally available in three classes:

1. 1st class Bricks have crushing strength not less than 105 Kg/cm2
2. 2nd class Bricks have crushing strength not less than 75 Kg/cm2
3. 3rd class Bricks have crushing strength not less than 35 Kg/cm2

For buildings over two storeys, 1st class brickwork is needed For buildings upto two storeys, 2nd class brickwork can be used. 3rd class bricks can be used in exceptional circumstances of non availability of good bricks , only for single storeyed.

Masonry structures must have system of walls with cross walls at regular interval( about 3.0m to 3.5m c/c). In case cross walls are not available, need for provision of RCC columns to laterally support the long wall arises. Opening in masonry structures must be properly planned in consultation with Architect. Zones of stress /load concentrations must be identified. Introduction of RCC columns may be resorted where stress is exceeding.

All beams must rest on PCC bed blocks/or extended bearing length on masonry to keep the stress on brickwork within limit.

Mortars for brick work:

This shall be provided as per design requirements. Mahabharat episode 244. Very approximately:
CM 1:6 – single storeyed (can be 3rd class brick in exceptional cases if design permit)
CM 1:5 – Ground storey of Two storied( with min 2nd class brick)
CM 1:4 – Ground storey of Three storied( with First class brick)
CM 1:3 – Ground storey of Four storied( with First class brick)

Curing of brick work – This is very neglected area and 10 to 14 days curing must be emphasized.
Provision of plasters also help in strengthening the walls Free standing Boundary walls must be in CM 1:5 minimum.
SP20 of Indian Standard (IS) Code provides all the guidelines for design and construction of brick masonry.

Design of Masonry Structures
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Download the Excel based calculation Sheets for creating the perfect design of any retaining walls as well as verifying the suitability of this retaining wall against overturning and sliding forces.

A retaining wall refers to a structure that is designed and built up to defend the lateral pressure of soil, when any alteration occurs in ground elevation that surpasses the angle of repose of the soil. Retaining walls are useful for developing basement under ground level, wing walls of bridge and to sustain slopes in hilly terrain roads.

Masonry Design Program

Retaining wall is formed with masonry and reinforced concrete. For masonry retaining wall, the depth of wall is raised along with height as masonry withstands the lateral pressure by its weight.

So, it is also known as gravity retaining wall. Whereas the reinforced concrete retaining wall withstands the lateral pressure by structural action like bending and leads to thinner section.

The main objective of a retaining wall is to hold or preserve soil behind it. Different types of materials are utilized to produce retaining walls like concrete blocks, poured concrete, treated timbers, rocks or boulders. Some can applied easily, others contain a shorter life span, but all can maintain soil.

In order to design and install the retaining walls, the emphasis should be given on identifying and neutralizing the trend of the retained material to drive downslope because of gravity. This produces lateral earth pressure behind the wall that is subject to the angle of internal friction (phi) and the cohesive strength (c) of the retained material, along with the direction and magnitude of movement the retaining structure undergoes.

Link to Download the sheet Design of retaining walls against overturning and sliding forces

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