HI, everyone can anybody help me to create frame for storge oil tank without support (fixed, pinned, foundation,.............etc), because we have crane carry up this frame, so weight of the model will go above cuz crane, need strong designer to solve...
STAAD SPACE START JOB INFORMATION ENGINEER DATE 19-Nov-22 END JOB INFORMATION INPUT WIDTH 79 UNIT MMS KN JOINT COORDINATES 12 14700 6850 0; 13 19450 6850 0; 14 27450 6850 0; 15 30101 6850 0; 16 14700 6850 4200; 17 19450 6850 4200; 18 27450 6850 4200;…
Does STAAD design for CONCRETE SPECIAL MOMENT FRAME as per ACI 318M-11 ??
Hi,
1. Does STAAD take into account the ductile detailing provisions of CHAPTER 21 of ACI 318M-11, while arriving at the reinforcement area and stirrup area ??
3. If those provisions are available, how does STAAD identify a SMRF or IMRF or OMRF in…
I need some help, do not know if what I'm doing okay , this is a school work. I do not know how to use the wizard section
I'm doing homework, but I do not know how to use the wizard section , I want to do a double square tube to the top rope, but nothing happens, so I do equivalence of the tube.
loads I'm using , if they are not correct, for example , I make linear loads…
I'd like to know how to check Deflection(For Horizontal member, Such as Beam, Girder) and Drift(For Vertical Member, Such as Column)
Here is My Command
STAAD SPACE START JOB INFORMATION ENGINEER DATE 21-May-12 END JOB INFORMATION INPUT WIDTH 79 ****** Node Indentification ********************************************* UNIT METER KN JOINT COORDINATES 1 0 0 0; 3 0 5.5 0; 5 0 7.5 0;…