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Staad Foundation advanced

Prabhakar CN — Tue, 09 Oct 2018 07:01:47 GMT

Hi Couple of questions on Staad foundation advanced Vertical vessel foundation .

I'm designing a Vertical vessel foundation using IS 456. For pedestal reinforcement software still shows PIP reference any reasons. When it is defined as IS 456 it has to design pedestal based on IS 456 cl 26.5.3 1 & 2
Regarding Net bearing pressure and Gross bearing pressure, When we define net bearing pressure , The gross bearing pressure is net bearing pressure + soil weight . But for net SBC of 150 Kpa with a soil depth of 1.5 mtr I'm getting a Gross SBC of 1282 Kpa!! Any theory for this?

I'm using Octagonal foundation of 4mtr side.

Request your reply at the earliest

Regards

Prabhakar

Local Deflection

Prabhakar CN — Fri, 30 Mar 2018 06:46:46 GMT

I believe for the deflection check the default value of CAN is "0". That means for calculation it has to consider only " y deflection " is that correct? In my file for deflection check, it is considering sqrt of ( all the three direction deflection ). My requirement is it has to consider only y deflection ?? Pls guide..

Beam Through Beam connection

Prabhakar CN — Wed, 28 Mar 2018 05:03:13 GMT

I need to design a Beam to Girder connection with bolted flange plate connection. ( Beam is continuous through Girder ) , Is this option available in RAM connection

Ram connection

Prabhakar CN — Fri, 23 Mar 2018 05:24:17 GMT

Hi,

I'm using STaad pro V8i S6. How to edit/input the base plate details like size, thickness, bolt distanc eetc.. in RAm connection module

Prabhakar

Does Ram Connection address a w-shape beam moment connection to an HSS column? The column continues above this cantilever beam condition.

bsh117 — Thu, 04 Feb 2016 15:05:49 GMT

I have a cantilever w-shape beam that occurs at an HSS column. Does Ram Connection address this?

TIA!

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Fri, 23 Mar 2018 02:40:30 GMT

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