Staad Pro Assigning Timber Load Duration Factor
Is there a tutorial on how to specify load duration factors in Staad Pro for each load combination? Or maybe there is a fairly simple explanation?
Thanks!
RAM Elements: Torsional Analysis of Glulam Beams
I have just run the example from Section 4.6 of the AITC Timber Construction Manual in RAM Elements. The torsional stress calculated by RAM Elements matches what is in the TCM, but the allowable value does not match: AITC has 127 psi, Elements has 0.08…
Re: Design of Steel Wall form Panels / Plates
Hi Chris,
it is vry urgent...i had already post a new thread regarding slenderness ratio of timber...kindly chk it out...and gv me a reply by today....plsss...plss
thanks a alot
Timber design to Eurocode 5?
Hey,
I am new to this forum but have a quick question to ask about the FEA side of STAAD.Pro. is it possible to either design a member to Eurocode 5 (Timber design) or to design it to no particular code and just get a reading for the internal stresses…
Re: Design of Steel Wall form Panels / Plates
Hi Chris,
Thanks a lot ...i think it will really help me...by d way...will u tell me what is the meaning of compression (i.e. in GENERAL TAB > SPECIFICATION TAB > COMPRESSION ASSIGN) in staad...becaz i have already designed a typical grid (i.e…
Custom Timber Material
How can i define a new timber material within Staad.Pro with given values for Bending strength etc rather than using a set value such as C16 timber?
Any help would be greatly appreciated as this is for my Dissertation.
DEFINE SLENDERNESS IN TIMBER DESIGN
hi everyone,
ne1 can tell me that how can i specify the slenderness ratio in staad for timber design...becaz in my out put file member got passed, but below that there is two strresses has been defined...1 is actual atresses and the another 2nd…