Hi, The moment of inertia for a beam is different from the inertia that is talked about in dynamics. The moment of inertia is a measure of the stiffness of a...
Hello! I have some problem in understanding the way in which the preloaded bolts are behaving when an external axial force is applied. Let's take for example...
Consider a spring subjected to a load say "P", undergoing a displacement "d" , then as given in various texts the expression for external work done is given...
Work done is defined as product of force applied and distance travelled. The distance here is at the support is zero, and at the tip of the spring say "d". ...
Hi, There is a difference between work done by gradual loading or work done by an instantaneous force. In the first case , gradually applied load , the load ...
RatnaDeep Kundu
rkundu2000@...
Jun 14, 2004 6:00 pm
204
It is better understood if you draw, in a coordinate system (P vs d), the increasing force P and the displacement d. If the force is incremented gradually from...
hi by definition, work done=force*displacement caused by the force. Work done in general can be defined as the area under the load-deformation curve of a ...
Dear Members, This simple statics problem can be looked at two ways, either displacement varied or force varied. If we look at the the mathematical definiton...
Altor Management Services is Hyderabad based professionally managed Human Resources and Recruitment consultancy firm. It aims at adding values to our esteemed...
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...
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