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Instability in Slab Joint
Ryan Hill
Hi, I am getting 2 warnings. Both are about instability in a joint in the My direction. The joints are highlighted in red in the following image. The joints highlighted are in the middle of the slabs. I have pinned the slab edges. Why are these…
3 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
One-way ribbed slab
Waleed Aboukhater
How can i design a this kind of slab on staad pro, i'm still a new user of the software so please put some detail to help me.
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD Forum
SLAB LOAD COMBINATIONS ARE NOT LOADED IN RCDC
Ignacio Rojas
Hello, I have modeled a wall that rests on a slab on four beams and when going to the RCDC I do not see the option of being able to load the slab with the load combination created in STAAD, which is, by the way: All I see in RCDC is this: Instead, as…
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
STAAD - Modeling a Slab - Why I am getting a lower moment?
Akam
Hello, I am new to STAAD and this forum, and this is my first post! I wanted to model an 8.67' X 31.5’ Slab with a 16,000 lb. load applied at the center. The slab will have fixed ends at all sides. As a “one-way slab”, the expected max moment utilizing…
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
How do I analyze the Slab Loads on this?
Sidharth Reddy
I have attached a picture of a plan where a clear head room without beams is to be provided. G+3 building with common portal frame. I am unable to assign floor loads as there is no closed boundary.
Answered
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Dummy beam
Sulaiman Ade
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?
Answered
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
I want to use RCC floor slab effect on the steel structure of an industrial building. Shall I use master slave command or shall I use floor diaphram command?
gaurav vijay
steel quantities especially column size get reduce while considering the rigidity of RCC floor into account. what shall be right approach to consider its effect.
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
How does STAAD determine beam deflections?
Pascual Mauricio
Hello, I am modeling a floor slab (1 ft thick) with concrete beams (all 24" wide x 36" deep). These beams will be cast monolithically with the floor slab, therefore the beams are modeled as 24" deep. My question is how does STAAD determine the following…
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
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