Good day! This is with regard the strap beams. We know that in STAAD Foundation, there is an option to design a STRAP FOOTING. Should I model the strap beams in STAAD Modeling? Or should I just consider this in the strap foundation design at STAAD Foundation…

1. Is there any reason that max. rebar considered for two pile cap is 6mm? 2. Also why rebar spacing is shown 0mm in one direction? 3. What to do for design calculation sheet creation error (xml)? O22064-C-FB-03-DC-0001-E_COP_Lab grid1-7 1.3m…

STAAD SPACE START JOB INFORMATION ENGINEER DATE 05-Dec-22 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 10 0 0; 3 0 5 0; 4 10 5 0; 5 0 0 10; 6 10 0 10; 7 0 5 10; 8 10 5 10; 9 1.66667 5 0; 10 3.33333 5 0; 11 5 5 0; 12 6…

I know that Staad Foundation assume the soil with an elastic performance to do the analysis and design for a superficial foundation. But, we have the possibility to change this and work with an inelastic performance for the soil?

Hi. I am having trouble with Staad Foundation. I created a Tank foundation to analyze. The storage tank roof has a lot of elements such as the W section under the tank roof plate. In Staad foundation we can only consider roof plates, bottom plates, and…

Hi. I am having trouble with Staad Foundation. I created a Tank foundation to analyze. The storage tank roof has a lot of elements such as the W section under the tank roof plate. In Staad foundation we can only consider roof plates, bottom plates, and…

sabbir ahmed -static - 07.05.22.std SOMEONE PLEASE REPLY, Calculation sheet is not available as design has failed, why it is showing ? sabbir ahmed -static - 07.05.22_foundation.xml

I use STAAD.Foundation Advanced CE version 9.6.0.62 - wherein i noticed that irrespective of the number of footings Anayzed / Designed - (for instance as per the snap for F9 & F22) the 'Calculation Sheet' showed only the workout of the first footing …

Pease clarify the limiting value of crack width for which bas spacing has been calculated in accordance to clause 24.3.2 of ACI 318-14 by software . Refer the snap given below for detail.

Hi, Kindly let me know the reason why column reinforcement is missing in the table. Due to this, development length calculation was skipped in the calculation report.

Hi, Is anyone here knows how to update the current input database with the changed staad pro output. I am using Staad Foundation Advance connect version V9.4..0.20.

Hello, I have exported the load cases from a STAAD model to a foundation model in a previous version CE.09.03.0014, then I have an update of the software to version V9.5.0.62. With the previous version I got the following values for punching shear checking…

Hello, I have exported the load cases from a STAAD model to a foundation model, and I have begun the design for pile caps. However, I am getting strange values for Dcritical. I have a 48" thick pile cap, and the effective depth calculation reads as follows…

Hi, I have some question about the pile under lateral loads. 1.- I was tried to review the design theory for lateral loaded piles, but the documentation contain a web link which it is not active. 2.- I tried to search the document at the…

Before the start of any project, I set the units required by me. The units keep changing in the output design calculation sheet after the design has been performed without me changing it. why does it happen?

Hello Everyone Please share with me the tutorials about a combined footings

CimentacionTc230.STD

Good day Engineers!!! Can anyone help me solve this problem that I encountered in my program? Thanks!!! Footing Design.sfa 16:24:17 [ERROR] UNABLE TO DETERMINE A SUITABLE WIDTH FOR THE GIVEN LOADING. LAST WIDTH TRIED = 3.609 FT 16:39:30 [ERROR]…

while designing simple isolated footing, what does the type of depth- fixed at the top & fixed at bottom signifies in cover and soil properties? and also when I change from fixed top to fixed bottom, the results didn't change in both cases. can someone…

Hello Everyone For a while, I was using an Advanced Concrete Design (RCDC) for the design of a solid slab. Today I tried to learn the RAM concept for the slab designs but I saw a design of strips that had never seen before (When I was using RCDC and…

Hello Everyone. I create a dummy beam with density=0 and E=0 (Figure.1) then I assign the beam (Figure.2) then Staad Error occurs( ***ERROR*** MATERIAL NAME MUST NOT CONTAIN ANY BLANK SPACE )(Figure.3), What is the solution?

Hello, I am designing an isolated spread footing using ACI 318-05 with SFA Build 9.2.0.34. When designing the pedestal SFA provides an area steel of around 1% the gross area of the pedestal. However, ACI 318-05 Section 10.8.4 and 15.8.2.1 state a steel…

Hi everyone, I just wanted to point out how complicated it has become for me the use of Bentley Engineering softwares regarding the quantity of different solutions for different tasks and for the same tasks. I currently have the Enterprise license…

1) Please Suggest modification, correction in my Staad Foundation file, for since I am Getting very large sizes in (approx Twice in Plan, 20 time in thickness). a) Used IS code /IS 456, Si units, compared with US code SI units, Code ACI 318 -14 b) Loads…

when ever i try to design a combine foundation in staad founadtion it take more dimension then it required. it always start with higher dimesion although i have provided minimun dimesion as 0.125m.