Currently using TEDDS and putting windposts everywhere, have never been able to make a panel that fails in TEDDS work by splitting into sub-panels. Would love to have this software but stuck hoping Tekla will up their game and match it...
Thank you Jason. Yes, you can design a wall with stack bond brickwork. Although you will need to consider that stack bonding will not have the same flexural strength in the horizonal direction as some of the other bond types, as it will introduce continuous vertical joints into the masonry. MasterSeries allows the manual input of the flexural strengths (fxk1 (parallel) and fxk2 (perpendicular)). Stack bonding and similar forms of masonry construction, which introduce continuous vertical joints into the masonry, require bed joint reinforcement to ensure the integrity of the masonry. Within MasterSeries, bed joint reinforcement can be added in the Rebar option. The bed joint rebar can be user defined using equivalent 3mm to 5mm bar sizes or be selected from a library of proprietary products, for example, Ancon or Bekaert ranges of reinforcement.
@@MasterSeriesUK Thank you for letting me know. We are undertaking design to BS 5628. However, we cannot locate the flexural strengths for stack bonding (fxk1 and fxk2). Are you able to point us in the right direction. As an alternative we are looking to utilise two leaves of dense blockwork to form the cavity wall with slip bricks to form the stack bonding pattern to the external elevations.
@@jasonburstow3332 Jason, UA-cam wants to block all links to content I have provided. In stack bond masonry, heavy concentrated loads will be carried down to the support by the particular vertical tier or “column” of masonry under load, with little distribution to adjacent masonry. It is for this reason that BS 5628 does not recognise stack bonding as a “normal masonry bond pattern” when indicating calculation values for use by the designer/engineer. I would recommend looking at the Technical Note within the Brick Bulletin for Autumn 2010 which addresses Stack Bond specifically (last 2 pages).
you can only consoder out of Plane horizontal load?. for Wind analisys. for earthquake analysis you have "in Plane" lateral force. It Is possibile to consider this?
An in-plane wall moment (Mz) and horizontal racking shear force (Qz) can be applied to the wall. These can be shared between the inner and outer leaves, by applying an Outer Leaf Contribution percentage. You can also opt to have the in-plane section remaining planar with the Mz distribution.
@@EverydayDazz Bw good if MS can sponsor more of this type of content. Always found their customer support is excellent. Definitely a gap to expand on the modules they offer on your channel.
MasterKey Masonry Design includes the use of stiffened (piers) and unstiffened single-leaf and cavity walls, with the option to place piers in tension or compression.
how can the base be fixed ? most of the time the foundation is a strip footing. what about the top fixity if i don't have a diaphragm ? what is the static schema of a brick wall in case of strip foundation on the base and on the top i have truss ? thanks
@@jackiedaytona2406 that can't be because the connection between the truss and the wall, is pinned connection.the truss won't develop bending moment at the .
We have talked a little about fixity conditions on our recent webinar. Some of the sources referenced within may help ua-cam.com/video/4GgVIJTBYHw/v-deo.html
Good video. Tekla really need to up their game with Masonry design. Masterseries puts it to shame. I use Tedds and hate masonry design for this reason.
Done degree in 2016 now want to learn and refeesh structural eng knowledge wpuld like to know standard procedure for sigle, and multi story buildings, also foundation design. I saw few but want recommended standard industrial usage please. We learnt in class its too lengthy ad all over needs standard approach
Good to have you back Dazz! Was starting to get worried, no one explains this stuff as good as you 👌
Hi Dazz, can you give a run through using Master Series Masonry Pier design
Currently using TEDDS and putting windposts everywhere, have never been able to make a panel that fails in TEDDS work by splitting into sub-panels. Would love to have this software but stuck hoping Tekla will up their game and match it...
Try the free trial and have a play.
Show it to your superiors :)
Tom we do 2 week trials on our website, have a look!
Great package. Can you design a cavity wall with an outer leaf of stack bond brickwork?
Thank you Jason.
Yes, you can design a wall with stack bond brickwork. Although you will need to consider that stack bonding will not have the same flexural strength in the horizonal direction as some of the other bond types, as it will introduce continuous vertical joints into the masonry. MasterSeries allows the manual input of the flexural strengths (fxk1 (parallel) and fxk2 (perpendicular)).
Stack bonding and similar forms of masonry construction, which introduce continuous vertical joints into the masonry, require bed joint reinforcement to ensure the integrity of the masonry. Within MasterSeries, bed joint reinforcement can be added in the Rebar option. The bed joint rebar can be user defined using equivalent 3mm to 5mm bar sizes or be selected from a library of proprietary products, for example, Ancon or Bekaert ranges of reinforcement.
@@MasterSeriesUK Thank you for letting me know. We are undertaking design to BS 5628. However, we cannot locate the flexural strengths for stack bonding (fxk1 and fxk2). Are you able to point us in the right direction.
As an alternative we are looking to utilise two leaves of dense blockwork to form the cavity wall with slip bricks to form the stack bonding pattern to the external elevations.
@@jasonburstow3332 Jason, UA-cam wants to block all links to content I have provided.
In stack bond masonry, heavy concentrated loads will be carried down to the support by the particular vertical tier or “column” of masonry under load, with little distribution to adjacent masonry.
It is for this reason that BS 5628 does not recognise stack bonding as a “normal masonry bond pattern” when indicating calculation values for use by the designer/engineer.
I would recommend looking at the Technical Note within the Brick Bulletin for Autumn 2010 which addresses Stack Bond specifically (last 2 pages).
you can only consoder out of Plane horizontal load?. for Wind analisys. for earthquake analysis you have "in Plane" lateral force. It Is possibile to consider this?
An in-plane wall moment (Mz) and horizontal racking shear force (Qz) can be applied to the wall. These can be shared between the inner and outer leaves, by applying an Outer Leaf Contribution percentage.
You can also opt to have the in-plane section remaining planar with the Mz distribution.
Hello Stranger!! Happy New year dude. Keeping Busy i hope!
Hello there. Yes keeping too busy 😂 hopefully back to releasing more videos on a regular basis again
@@EverydayDazz Bw good if MS can sponsor more of this type of content. Always found their customer support is excellent. Definitely a gap to expand on the modules they offer on your channel.
Thanks @@markr8604, appreciate the positive feedback. We really take pride on the level of our customer support!
Does masteries design walls with piers in particular boundary walls with typical pier sizes/types?
Yes I believe you can add piers to a wall
MasterKey Masonry Design includes the use of stiffened (piers) and unstiffened single-leaf and cavity walls, with the option to place piers in tension or compression.
how can the base be fixed ? most of the time the foundation is a strip footing.
what about the top fixity if i don't have a diaphragm ? what is the static schema of a brick wall in case of strip foundation on the base and on the top i have truss ?
thanks
Generally I would leave the edges pinned. Only scenarios I use fixed is if the wall is definitely continuous over a support
@@EverydayDazz what makes the top part of the wall pinned if there is no concrete floor, but only roof truss ?
The top of the wall will be restrained by the trusses via restraint straps if running parallel or by the truss bearing if perpendicular.
@@jackiedaytona2406 that can't be because the connection between the truss and the wall, is pinned connection.the truss won't develop bending moment at the .
We have talked a little about fixity conditions on our recent webinar. Some of the sources referenced within may help ua-cam.com/video/4GgVIJTBYHw/v-deo.html
Good video. Tekla really need to up their game with Masonry design. Masterseries puts it to shame. I use Tedds and hate masonry design for this reason.
Yeah tedds is pretty bad with masonry design. The whole program needs updating
Can you explain a site investigating report and how do designers read it
That can be done :)
Done degree in 2016 now want to learn and refeesh structural eng knowledge wpuld like to know standard procedure for sigle, and multi story buildings, also foundation design. I saw few but want recommended standard industrial usage please. We learnt in class its too lengthy ad all over needs standard approach