Panel cut results

Panel cut results

HoshangMustafa
Advisor Advisor
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Message 1 of 5

Panel cut results

HoshangMustafa
Advisor
Advisor

Hi all,

Please find the attached rtd zip file.

As you can see, from View:3, A-A2 panel cut results show different moment results than hand calculation. I used ACI coefficients for calculating moments in one-way slab. I also attached hand calculation. What would be wrong with my model?

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465 Views
4 Replies
Replies (4)
Message 2 of 5

HoshangMustafa
Advisor
Advisor

99 views, 0 replies

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Message 3 of 5

HoshangMustafa
Advisor
Advisor

Hi all,

Is it ok to compare ACI moment coefficients with panel cut results? or is it ok to compare it with Maps results?

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Message 4 of 5

HoshangMustafa
Advisor
Advisor

130 view, 0 reply

@Simau@DonBAE, @raKrzysztof_Wasik@Rafacascudo

any help would be highly appreciated.

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Message 5 of 5

HoshangMustafa
Advisor
Advisor

another question:

I heard people would set bending stiffness of slabs to zero when designing T-beams using Finite Element Method. Is it right to use it in ARSA when designing T-beams?

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