6201.Project 1 new.std

How can I delete some supports? I have given support and nodes very close to another nodes and support by mistake. When I delete these wrong support, my file gets corrupt. Please help. 0677.Project 1 new.std

6278.Project 1 new.std

My structure keeps on getting EXTREME SOFT STOREY even if i already reduced the storey heights and increased the beam and column sections. Please help me. Thank you.

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76. R1 1.0 77. CHECK SOFT STORY **WARNING - COMMAND REQUIRES SECTION FORCES, HOWEVER NO CASES ARE SOLVED YET. ***STAAD.Pro WARNING*** ANALYSIS NOT PERFORMED - SO ABOVE COMMAND CAN NOT BE PROCESSED I keep on getting this warning during my initial analysis…

Hi, Can anyone here please help me to know how STAAD is calculating effective cover from INPUT DATA -"CLEAR COVER" Assume Dia of Bar = 16mm Link Dia = 8mm Also, Why BENTLEY is using "CLEAR COVER" Terminology as it is nowhere mentioned in INDIAN…

Dear Team I am working with the Staad model for buckling analysis . The buckling load factor is given by the staad after the analysis , wanted to understand the how to manually check the Buckling load factor using Critical Euler equation . I have manually…

Dear All, Please advise on the below issue in the property dialog box for channel profile. as per snap, for the Japanese profile C150x75x6.5, the web thickness is 6.5mm and flange thickness is 10mm. but in the picture view web thickness is mentioned…

Fullscreen 5153.STAAD.txt Download STAAD SPACE START JOB INFORMATION ENGINEER DATE 26-Sep-21 ************************************************************* * Small car park canopies ********************************************************…

Hi All, I am analyzing the Slab design (S3- one way) with meshing in attached below project. In slab design output, Longitudinal reinforcement in particular element (say element no 614) will be provided parallel to the shorter direction i.e Beam no…

Hi, I am modelling one model in STAAD pro v8i and have some doubt regarding design of slab Since, slab design is little bit complex in STAAD by creating plate mesh as it divides the beam into "n" number of joints (which makes beam analysis difficult…

How to report the plate corner stresses in the output file. PRINT ELEMENT STRESSES prints the center stresses. How can I print the corner stresses ?

Hello Sir, I have a structure I designed before now, my boss comes yesterday and says he wants us to increase the plan dimension of the structure by a certain scale factor, can i resize the structure in STAADPRO and proceed to design or i have to re…

Good day Everyone! I have several warnings in what I'm trying to design. I designed this model in STAAD TRUSS since this is a truss. Below are the details. Thanks in advance. P R O B L E M S T A T I S T I C S -----------------------------…

Hello, Please find the staad file and clarify the following: 1. Why there is a difference value shown in statics check results. The loads and reactions must be equal and opposite. There might be slight difference as the analysis type is Direct analysis…

On page 731 of the STAAD.Pro Technical Reference Manual, the code checking command is listed as "CODE CHECK _GROUPNAME". Attempting to run this command will result in a syntax error. On the STAAD Wiki the correct code checking command is listed…

Good morning, I have problem with my steel truss bridge design, i've used member specification release MY;MZ and truss. Then this message came after i am running the analysis. ***WARNING - INSTABILITY AT JOINT 490 DIRECTION = MZ PROBABLE CAUSE…

Hi, We are doing our final year project in the design of PEB structures. so we are using staad software to design and analysis the structure. we have received more warnings and notes like "instability at joints, weak spring added for stability, zero stiffness…

Hello, I had a question regarding this simple circular tunnel model shown below. I have the following modeled to check the shear SQY. I know I'm missing something simple here so I hope I can get some help. L=100 ft (total longitudinal length)…

Hello, Sir / Me'm Can you Please help me, my structure and load definitions is right or wrong. I am uploading my STAAD file here. Design Data : Length, Width & Height : 100, 30 & 4 meter location of structure is in Seismic zone -3. . 3D FRAME…

Dear sir, which codes are available in staad pro to design the stainless steel. can we design the stainless steel structure by using aisc lrfd or bs5950? thank you in advance.

I'm Designing a Two-way solid slab (Slab on beams) from Staad pro to RCDC. What is the Imposed Load of RCDC? Does it mean the self-weight of a slab or Floor Finishing load?

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?