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Frame and Beam analysis with Moment distribution method - Problem with Array - Сообщения
#1 Опубликовано: 22.02.2023 09:03:54
I have been trying to convert this Smath Studio file to Mathcad
and I have gone this far but found an error that said
"This Array index is invalid for this array."
Please comment on it.
Thanks.Файл не найден.Файл не найден.
and I have gone this far but found an error that said
"This Array index is invalid for this array."
Please comment on it.
Thanks.Файл не найден.Файл не найден.
#2 Опубликовано: 22.02.2023 10:36:44
WroteI have been trying to convert this Smath Studio file to Mathcad
and I have gone this far but found an error that said
"This Array index is invalid for this array."
Mathcad index starts 0 ... Smath 1
Your Smath document turns red Syntax is incorrect.
To be doctored ... so immense !
#3 Опубликовано: 22.02.2023 15:49:29
Wrotehave been trying to convert this Smath Studio file to Mathcad
and I have gone this far but found an error that said
"This Array index is invalid for this array."
Hello,
The SMath program you are referring was posted sometime back to the FORUM by me.
It was based on the moment distribution method, and use of it is limited only to
cases of 2 span substitute frames.
Recently, I posted a couple of examples based on the stiffness method. which can
be used for any practical number of spans.
See the following link.
https://en.smath.com/forum/yaf_postsm80558_RC-Subframe-Analysis-by-Stiffness-Method.aspx#post80558
I have redone your example using this stiffness method, attaching it with a definition file.
These two files must be in the same folder please.
Unfortunately these two sm files are lengthy, and I sincerely welcome forum members
to propose any improvements..
I am extremely sorry that I am unable to check your example Mathcad file.
Cheers,
Include_Programs-R10.sm (118 КиБ) скачан 51 раз(а).
MacGinley and Choo_Ex_13.1_TO_FORUM-STIFFNESS Method.sm (387 КиБ) скачан 49 раз(а).
Look within!... The secret is inside you.
Best Regards
Eng. NDTM Amarasekera - Sri Lanka
1 пользователям понравился этот пост
Davide Carpi 23.02.2023 10:06:00
#4 Опубликовано: 23.02.2023 00:40:11
Above example simplified to show only the Support and Column Moments.
Definition file not required.
Cheers
MacGinley and Choo_Ex_13.1_TO_FORUM-STIFFNESS Method-R1.sm (232 КиБ) скачан 55 раз(а).
MacGinley and Choo_Ex_13.1_TO_FORUM-STIFFNESS Method-R1.pdf (333 КиБ) скачан 60 раз(а).
Definition file not required.
Cheers
MacGinley and Choo_Ex_13.1_TO_FORUM-STIFFNESS Method-R1.sm (232 КиБ) скачан 55 раз(а).
MacGinley and Choo_Ex_13.1_TO_FORUM-STIFFNESS Method-R1.pdf (333 КиБ) скачан 60 раз(а).
Look within!... The secret is inside you.
Best Regards
Eng. NDTM Amarasekera - Sri Lanka
#5 Опубликовано: 23.02.2023 09:49:58
Thank you.
#6 Опубликовано: 23.02.2023 11:29:51
The last example.
Cheers.
Reinforced-Concrete-Design-to-eurocode-2 Mosley Bungey Hulse-7th Ed-R10-Simple.sm (301 КиБ) скачан 73 раз(а).
Reinforced-Concrete-Design-to-eurocode-2 Mosley Bungey Hulse-7th Ed-R10-Simple.pdf (435 КиБ) скачан 86 раз(а).
Cheers.
Reinforced-Concrete-Design-to-eurocode-2 Mosley Bungey Hulse-7th Ed-R10-Simple.sm (301 КиБ) скачан 73 раз(а).
Reinforced-Concrete-Design-to-eurocode-2 Mosley Bungey Hulse-7th Ed-R10-Simple.pdf (435 КиБ) скачан 86 раз(а).
Look within!... The secret is inside you.
Best Regards
Eng. NDTM Amarasekera - Sri Lanka
1 пользователям понравился этот пост
Davide Carpi 23.02.2023 15:14:00
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