NO use
BatSU EE-3102
better try to avoid drilling on concrete beams......!!
Steel I beams
Just like your tummy slab tranfers your weight to your leg beams
The "W" in steel I-beam designations refers to wide-flanged beams. Most wide-flanged beams are symmetric about both the vertical and horizontal axes.
BatSU EE-3102
If statics is not applied properly, structures may become unstable and collapse, leading to potential injury or loss of life. Additionally, improper application of statics can result in inefficient designs, increased costs, and the potential for long-term structural damage.
Mostly the simplicity during construction, and as a consequence of that cost. And of course the simplistic design, as in statics scheme, where the load is distributed from the deck to the beams to the columns to the foundations.
All lasers creat beams. Those that do not are not working. Which laser is best suited for a particular application depends on the kind of work that is to be done.
Social Statics was created in 1851.
determinate structures are analysed by using equation of equilibrium or statics ie.., EV=0,EH=O,EM=0. EXAMPLE: simply supported beam ,cantilever beam,single or double over hanging beam. indeterminate beams are not capable of being analysed by using equation of statics. along with equation of statics we need some conditions for finding the unknowns. Example : fixed beam, propped cantilever beam, and continuous beam
Karl K. Stevens has written: 'Statics and strength of materials' -- subject(s): Statics, Strength of materials 'Solutions manual, Statics and strength of materials'
jew
Grade beams works as frame and take the load of slab and diverse to the ground
estatika
Augustus Jay Du Bois has written: 'The elements of graphical statics and their application to framed structures' -- subject(s): Accessible book 'The mechanics of engineering'
Determinate structures are analysed just by the use of basic equilibrium equations. By this analysis, the unknown reactions are found for the further determination of stresses. Redundant or indeterminate structures are not capable of being analysed by mere use of basic equilibrium equations. Along with the basic equilibrium equations, some extra conditions are required to be used like compatibility conditions of deformations etc to get the unknown reactions for drawing bending moment and shear force diagrams.Example of determinate structures are: simply supported beams, cantilever beams, single and double overhanging beams, three hinged arches, etc.Examples of indeterminate structures are: fixed beams, continuous beams, fixed arches, two hinged arches, portals, multistoried frames, etc.