Printing Story shear and story stiffness in STAAD pro
Hi,I am using ASCE 7-05 for seismic design where i have to check the vertical irregularities of the structure using chapter 12 of ASCE 7-05.For checking the soft story irregularity, i need story...
View ArticleRE: Modelling a diagrid structure in RAM Structural Systems
In RAM Frame - Mode - Steel Standard Provisions (or Seismic Provisions) perform Process - Member code check, and then the interaction ratios are on screen.
View ArticleRE: Staad not working while net is not on. 2) Structure wizard results not...
1) You may do a manual license check out before disconnecting the machine from the internet. More details can be found here:...
View ArticleStaad not working while net is not on. 2) Structure wizard results not coming.
1) I am a part time consultant having purchased the original software but did not prefer to keep buying SELECT. I have a problem of the STAAD not opening up when I am not connected to NET in remote...
View ArticleRE: staad foundations advanced
Hi Sye, what did your team discover what the problem was, and how to resolve it? We are having troubles with Foundation Advanced (Version 08.00.00.00) crashing as well, and it doesn't save any Backups...
View ArticleRE: staad foundations advanced
James : First and foremost, I would suggest that you get the latest STAAD Foundation Advanced 08.00.01.33. It is a very stable version and has addressed lot of issues that we noted in version 08.00.00.00.
View ArticleRAM Elements CMU Module
I'm wondering when the CMU module in RAM Elements will be updated to the TMS 402-13 code? Â
View ArticleRE: RAM Concept Reinforcement ISM Data Share with Revit/Additional Bar Shapes
Josh, Great to see something firm from Bentley Systems with regards improved reinforcement import/export between RAM Concept and Revit. My responses to your two main questions are as follows: 1) At our...
View Articlestaad foundations advanced
Has anyone had problems with Staad Foundation advanced crashing continuously? I have a simple building which needs just a series of combined footings, imported from a Staad model but it just crashes...
View ArticleRE: Stiffness Modifiers for Hollow Core Slabs
Thank you! How about the deflection? How would the program deal with long-term deflection and creep and shrinkage calculations? Curvature is a function of the total depth of the slab.
View ArticleStiffness Modifiers for Hollow Core Slabs
I am wondering how I can model a slab with hollow cores. RAM Concept allows me to modify flexural, axial, and in-plane shear stiffness. How can I modify out-of-plane shear stiffness as I am dealing...
View ArticleRE: Design of Land Oil Drilling Rog
Hi,Here are some suggestions for your queries:How do I model this junction?You can use Member Release option from General > Specs > Beam. To simulate a pinned connection you may release or...
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Design of Land Oil Drilling Rog
Sir,I am a structural designer in Oil Field equipment. I design land oil rigs. I have couple of doubts. The entire Mast section is manufactured in segments due to transport constraint and assembled at...
View ArticleCABLE/SOLID ROD
I CAN'T ASSIGN CABLE OR SOLID ROD ON MY PROJECT. WHAT WILL I DO? HELP ME PLEASE
View ArticleRE: Tension Member Design.
Hi, The criteria governing the capacity of Tension members are based on: 1) Design Strength due to Yielding in Gross Section 2) Design Strength due to Rupture of Critical Section 3) Design Strength due...
View ArticleRE: Stiffness Modifiers for Hollow Core Slabs
I don't think you would get the desired results from the Load History deflections using the artificially thinner slab approach. Using a simple load factor to amplify the first order displacements is...
View ArticleRE: PMEMBER BETA ANGLE
Hi, There is no such command which allows beta angle to be assigned to a physical member. As beta angle is a member property so, even if a series of members is a part of a physical member different...
View ArticleRE: PMEMBER BETA ANGLE
It is a reasonable expectation that if a physical member is restricted to being an assemblage of elements with similar section properties, then the beta angle should be something assigned to that...
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