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Messages 188 - 217 of 1481   Oldest  |  < Older  |  Newer >  |  Newest
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188
Dear Friends. I have added 2 new moderators in our groups. Hope this will remove the delay being faced in messages approval. These moderators will be approving...
Binay Kumar Pandey
pandey_binay
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May 15, 2004
12:37 pm
189
Dear Sir, Thank you for providing me the privilege of being a moderator for structural world group. I shall do my best, by working in accordance with the rules...
Villie
sen_pal_kumar
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May 15, 2004
7:56 pm
190
Hello Sir, (moderators) Hope this mail will find u in good mood and Health. Let me introduce first. Im M.Tech Structural Enng student. Doing my 3rd sem in NIT...
Carthek
carthek2000
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May 24, 2004
3:44 am
191
FACTFILE Place of birth Gah in West Punjab (now in Pakistan) Date of birth September 26, 1932 Education MA, DPhil (Oxford), DLitt (Honoris Causa) Academic...
kanthi nathan
KANTHI_NATHAN@...
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May 24, 2004
3:45 am
192
Hi everyone, I need some help about a computer programme, I want to learn more about simulation of resin injection into the mold. Does anyone know anyting...
yasar efe
kralmidas35
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May 24, 2004
4:11 pm
193
hello friends can anyone plz explain the physical meaning of Moment of inertia and its application to beams. i'll type whatever i know about it and anyone plz...
Thiagarajan Vaidyanat...
vaidy_t
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May 25, 2004
2:09 pm
194
CIVIL DESIGN ENGINEER AND D' MAN REQUIRED FOR R.C..C DESIGN AND DETAILING AT CHENNAI. IF YOU HAVE SOME ONE, YOU CAN ASK THEM TO CONTACT MR.UMAMAHESH...
kanthi nathan
KANTHI_NATHAN@...
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May 25, 2004
2:11 pm
195
LOW PRICE ENGINEERING SOFTWARE (CAD/CAM/CAE/FEA/CFD/EDA,...) WAREZ CRACKED AND FULL VERSION !!! Ensoftware, The best and most reliable software provider. ...
ensoftware
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May 26, 2004
6:32 pm
196
In case of linear motion of bodies inertia of a body is a function of its mass. For example, if you try and push a two wheeler its easier compared to pushing a...
ajaytan2002
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May 27, 2004
3:37 pm
197
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...
Viswanath
vnath_urala
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Jun 1, 2004
10:53 am
198
An unsymmetrical frame (say single bay single storey) subjected to gravity loading will sway to the right.How can this be felt physically?...
rajbeermalhotra
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Jun 1, 2004
4:23 pm
199
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...
alex
axa2001ro
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Jun 9, 2004
2:35 am
200
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...
ansys2090
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Jun 12, 2004
3:58 pm
201
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". ...
Viswanath Urala
vnath_urala
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Jun 13, 2004
5:10 am
202
hi i think this is medium work for a linear force(p). ... Work done is defined as product of force applied and ... ...
shahram mohammad askary
shahram1_2001
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Jun 14, 2004
8:16 am
203
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@...
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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...
Luis F. Zapata
lzapata_l33
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Jun 14, 2004
6:01 pm
205
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 ...
Thiagarajan Vaidyanat...
vaidy_t
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Jun 16, 2004
7:19 am
206
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...
Viswanath Urala
vnath_urala
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Jun 16, 2004
7:19 am
207
Altor Management Services is Hyderabad based professionally managed Human Resources and Recruitment consultancy firm. It aims at adding values to our esteemed...
Padmakar P
padmakar_hr
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Jun 25, 2004
6:40 pm
208
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...
Han
hankl46
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Jul 7, 2004
6:10 pm
209
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...
ckppmarathe
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Jul 12, 2004
4:36 pm
210
Pease contact Mr.Muthurajalingam M.E (stru engg), M.I.E +91-431-2201938,2200779,,+91-09443120198 E.Mail siw@... FOR CONSTRUCTION WORK IN SEA YOURS ...
SREENIVASAN KANTHIMAT...
kanthisreeni...
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Jul 13, 2004
5:45 pm
211
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...
Ralph
cadproman
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Jul 20, 2004
5:45 am
212
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...
Dave
davidratclif...
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Jul 22, 2004
6:14 pm
213
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...
SREENIVASAN KANTHIMAT...
kanthisreeni...
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Jul 24, 2004
7:10 am
214
you need to consider the permissible stress,end condition that is support condition . the formula will be available in any timber design book. YOURS' ...
SREENIVASAN KANTHIMAT...
kanthisreeni...
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Jul 24, 2004
7:10 am
215
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...
Dave
davidratclif...
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Jul 24, 2004
3:32 pm
216
the picture/table attached has not been received by me. kanthimathinathan Dave <davidratcliff6255@...> wrote: Hi kanthimathinathan.s I have posted the...
SREENIVASAN KANTHIMAT...
kanthisreeni...
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Jul 28, 2004
8:14 am
217
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...
er_shekar
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Jul 31, 2004
6:47 pm
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