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Answer / imtiaz
a beam whose (l/D)ratio is less then
a.) 2.0 for simply supported beam
b) 2.5 for continuous beam
|Is This Answer Correct ?||81 Yes||6 No|
Answer / sjtbehera
a beam shalle be called deep beam when ratio of effective
depth to overall depth (l/D)is less than 2.0 in simply
supported & 2.5 in contineous beam.
|Is This Answer Correct ?||47 Yes||10 No|
Answer / suman sarkar
Beams with large depths in relation to spans are called deep
beams. As per IS-456 (2000) Clause 29, a simply supported
beam is classified as deep when the ratio of its effective
span L to overall depth D is less than 2. Continuous beams
are considered as deep when the ratio L/D is less than 2.5.
The effective span is defined as the center-to-center distance
between the supports or 1.15 times the clear span whichever
|Is This Answer Correct ?||26 Yes||0 No|
Answer / tasleema
Reinforced concrete deep beams are the structural elements that transfers the heavy gravity loads predominantly through shearing action to their supports. A beam having much greater depth than that of a normal beep in relation to its span, while the thickness in the perpendicular direction is much smaller than both span and depth, is usually termed as a deep beam.
|Is This Answer Correct ?||0 Yes||0 No|
Answer / manogna
Deep beams are structural elements loaded as beams in which a significant amount of the load is transferred to the supports by a compression thrust joining the load and the reaction. As a result, the strain distribution is no longer considered linear, and the shear deformations become significant when compared to pure flexure. Floor slabs under horizontal load, short span beams carrying heavy loads, and transfer girders are examples of deep beams.
|Is This Answer Correct ?||7 Yes||9 No|
Answer / a.raj kumar
the beam having more depth when compare to width is known
as deep beam
|Is This Answer Correct ?||12 Yes||23 No|
sir, please send me the web address of chennai railway to know the online examresults of junior engineer[civil].
please send the model qn paper of jindal steel power in civil engineering..
how can i determined the size of burfi ring?
why & what is perchatage we are using fly ash in concrete?
what is the criteria for placing reinforcement in footing and slabs e.g which span have to place first.
where you provide on column
what is the definition of stress& strain.
In IS:456-2000 the workability of concrete is given in mm (slump)in cl.7.1. In IS:10262-1982, cl.3.3.4 & table-6 says +/- 3 percent adjustment is required in the quantity of water (calculated as per table-4 or 5), for each increase or decrease in the value of compacting factor (i.e. workability of concrete) by 0.1. How it is possible to calculate the exact quantity of water required for a particular grade of concrete? What is the relation between Slump & Compacting factor of concrete?
what is the use of beam end forces while using a staad ? wha they are show
What the codes used for Rigid Pavement and Flexible pavement.
What would be the quantity of cement:Sand:Aggregate (1:2:4) requirement for slab casting measuring 1mtr x 1mtr x 0.10 mtr (4 inches)?
how did find the quantity of cement ,sand , and aggregate in concreat which is givan by volume