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It is a monolythic concrete beam consisting of a web and a flange to form the shape of a"T" .
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The stem or the spine is the central structural beam of a ship.
There is many advantages some of the advantages are less weight, less material and very high strength. (:
Dasign of T- beam is some what similar to rectangular beam, in design slab thickness is determined first. the slab is acts as compression flange in designing the beam. the flange acts as compression zone, which is balance by steel embeded in the bottom web of the beam. slab thickness= t, in. effective depth= d, in. width of web= b', in. flange width= b, in. width of flange should be least of the three alternatives, 1. span/4. 2. b' + 16t. 3. centre to centre spacing of beams.
none. circular columns are better than rectangular ones.
In a beam the vertical part is called the web and the horizontal part is called the flange. For an 'I' beam the middle vertical part is the web and the top and bottom horizontal parts are the flanges.
Google: " beam spread rectangular transducer probe"
It is a monolythic concrete beam consisting of a web and a flange to form the shape of a"T" .
There is no way to answer this question without knowing 1) How thick and how wide the beams is, and 2) What shape the beam is: I-beam? H-beam? Tubular beam? Wide-flange beam?
You just take an example as rect section with A=17.6*10=176 mm2 and your I section too has same area of 176 mm2. Calculate moment of inertia of rectangular section I = bd3/12 = 1466.66 mm4 For I section, Width of both flange = 20 mm, thickness of both flange = 4 mm, web length=16 mm, web thickness = 4mm. This gives you the same area A=176 mm2 Now Calculate moment of inertia of I section I =8938 mm4 (Do it from any online converter or by calculations) Now compare both Moment of inertia, I section has approx six times better moment of inertia as compared to rectangular section. Put up this moment of inertia values in deflection and bending stress equations and try to compare both. This is because the material is put up in such a way to get maximum moment of inertia with minimum material and min weight. Finally this is the reason why I beams are preferable over rectangular beams Once Put up this moment of inertia values in deflection and bending stress equations and try to compare both. you will get it in sec
The vertical portion of the I-beam resists shear force better than a rectangular one. The "I" portion also deflects force because of its design.
when a parallel beam hit the rectangular glass it will gave a refraction.
W = wide flange beam. Shaped like the letter "I" 24 = depth of beam in the vertical dimension 55 = weight of beam per foot. (55Lb/ft)
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Through beam balance we can weight things,vegetables,fruit etc.