Does anyone know if Cosmos FEA software has the capability to do AISC Code check for building structures? Does it come with standard steel structure library...
Hello, Does anyone have recent experience in design/detailing of breakwaters? What kind of calculation are involved for design of accessway from coast to a...
Hi guys, could you please help out with a beam sizing question? Lets say I have a wood beam (LVL) that is 10' long with three point loads (100lbs @ 3', 500lbs...
Hi, Provided that you could supply full lateral restraint to a vertical steel column... it can reach a height of almost 4 km before it will squash from its own...
Let me understand the question completely. will you please provide more information as below. 1.0) Material Specification 2.0) Yield Stress 3.0) Size 4.00...
you need to consider the permissible stress,end condition that is support condition . the formula will be available in any timber design book. YOURS' ...
Hi kanthimathinathan.s I have posted the tables in the photos section here that show at what height each sized tubing would have to be supported at, so that...
the picture/table attached has not been received by me. kanthimathinathan Dave <davidratcliff6255@...> wrote: Hi kanthimathinathan.s I have posted the...
Hello Friends Is there any material regarding "Shear Failure of Deep Beams" when L/D<2.0 it is called as Simply supported when L/D<2.5 then it is Continuous...
(I posted a reply last night but it apparently did not go through) kanthimathinathan, are you saying you do not understand it?... what it will mean? Is there...
... Do you mean that you don't understand? I am saying that tubing can be fully restrained against buckling... and it is unbelievably very simple... We are so...
Attempt 3 (I posted a reply last night but it apparently did not go through) kanthimathinathan, are you saying you do not understand it?... what it will mean?...
Dear Mr. Shekar please refer article 21.4 page 336 of Reynolds handbook for design recommendation of Deep Beams. Also refer table 148 for design of Deep beams ...
peethambariah vivekan...
v_peethambariah@...
Aug 6, 2004 9:58 am
223
With regards, yours' S.Kanthimathinathan Charted engineer and valuer -rom: Muthuswamy Shanmugam To: kanthi nathan Subject: RE: Date: Thu, 5 Aug 2004 21:12:55...
kanthi nathan
KANTHI_NATHAN@...
Aug 6, 2004 9:58 am
224
HI RALPH ... http://us.click.yahoo.com/Z1wmxD/DREIAA/yQLSAA/THYolB/TM ... __________________________________ Do you Yahoo!? Yahoo! Mail - 50x more storage than...
hai i have doubt in BETA angle in STAAD .when we have to use beta angle , suppose for example if we use beta angle for colunm member any variation in moment...
Hi Kesavan, Change in Beta angle of a member during input will rotate the member by 90 degrees resulting in change in direction of Ix and Iy of the member by...
anand joshi
joshi65am@...
Aug 11, 2004 12:35 pm
228
Hi, The beta angle for any member is the measure of the orientation of the cross-section. For example in the case of a roof purlin, say the L-axis of the...
Dear Kesavan, Beta angle is not only for rotating the column by 90 degrees. In fact it can be used for rotating to any angle. For rotating a column by 90...
DEAR FRIEND, WITH RESPECT TO MOMENT, YES. BECAUSE THE STIFFNESS COEFFICIENT VARIES. S.F WILL NOT. YOURS' KANTHIMATHINATHAN.S kesavan NG <kesavanng@...>...
Dear Sir, I find it rather strange these questions that are being asked on this forum. I wonder if the terrorists are trying to gain information from the...
AGREED YOURS' KANTHIMATHINATHAN.S rajendran d <careersraja@...> wrote: beta angle is used to rotate the column or beam. Yahoo! India Matrimony: Find...
Kanthi/Radhesh, <For rotating a column by 90 degrees, you don’t need beta angle command. This can be achieved by simply interchanging the YD and ZD values.>...
anand joshi
joshi65am@...
Sep 2, 2004 5:22 am
237
Hello respected experts and colleagues i am very happy to join into a healthy and informative group and i hope it will help me learn a lot of new things from...
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