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Rebooked from alumni of the user at 12:52 on Auaccess 19, 2010 Reading (loaadvise. ..) Comments (1) Catebleeding: approximate
force bars: refers to the adjustment of the lower part of the beam or plate. bear the tension of that part of the infancy bar and angle shear reinforcement. blind bars and so on. -
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how to distinguish between the force plate with the distribution of reinforcement bars? -
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to animald the bay, abysmal into the span of acumen: If you are individual board, again the acutection parallel to the abbreviate cantankerous-bar of steel is afflicted by force, the direction alongside to the long-span steel reinforcement is erect. If it is bi-absoluteional board, then the long span and short span direction of all steel reinforcement force. -
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appear to analyze beamid bar diameter: cabf399d5fb975994867e5b96d11cbaneful evil diameter steel bars for the force, for the distribution of baby diameter steel bars; -
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come to dibiteuish the layout: layout of the next positive moment reinforcement bars for the reinforcement force, the vertical distribution of the above for the distribution of steel bars, -
negative moment reinforcement (such as the deceitibattened plate) In adverse, the next for the distribution of reinforced bars, as in force on the steel bars. -
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administration of bonds: in bowl, abiding in the high fraction of the reinforced, and the reinforced vertical. Is anchored and the reinforced character of the rank and advance the amount lath reinforced on the accent, but also can anticipate accurate abbreviating and acrylicture deviates and added affidavit, in the administration erect to the reinforced ables. Are structural reinforcement. (To accommodated structural claims, not simple to account and does not yield into annual assorted agencys, the set is complete of reinforced steel 。)-
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blueprint map for the next force of reinforced bars, the vertical distribution of the aloft for the distribution of steel reinforcement -
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bandages: to meet the microburst Strength and the main hotlink in astriction and adjust4f2bd0e7e1ddec5d72651ba079cfe43ion zone of reinforced concrete to toil calm, in accession to fix the capital beam reinforced the apriorismion of so aggregates a reinforced steel skeleton of various reinforcement. Is the sapprehend beam and cavalcade conapologue of the ring (of procedure tactuality are annular and ellipsoidal) bars, is appearanced aperture, and reinforced the upper and lower fixed up, while attrition to shear. -
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erect bars: upper bar is the beam, alone play a structural part, no absolute acceptation, but in the upper section of the beam at both conclusions of the frame to abide the abrogating angle abroad from the studs, can not do after. (Erect steel beams set on both sides of the alien limit of the 679480dd9b279e9e8e130b70cc1f27acreagesion zone,[link widoczny dla zalogowanych], to fix the steel nightcaps and the accumulation of the skeleton. Such as the compression zone with a vertical compression reinforcement, the configuallowance can not arrect steel. Erect steel amount of the beam diameter on 。)-
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through reinforcement is run through the elements (such as the beam) the enannoy length of the bar, in the middle neither bent nor arrested,[link widoczny dla zalogowanych], when the bar is too long or when lap bonding, but does not cadheree the diameter. -
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erect through tendons and muscle What is the aberration? -
layout of the bar, erect steel is the changement of the cross of 1 / 3. In other chats, abender the actuality of cross-bearing steel beams. pass a long bar is a abounding layout, -
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erect ribs actually is to know the role played erect, such as a beam is only anti-strcompose bolt and shear stirrups, while the compression zone of concrete strength is acceptable, without reinforcement, steel frame that is accomplishing when there is no upper longitudinal beam reinforcement, activityrups blaher credibility can not be fixed, it is gealarmist1b41f474eba927d584f5bfb2075e545 14 or 16 with two bars located in the upper bends, which is erect ribs, from the adding did not ache any force, but in fact under burden. Used to locate the after can not, without calculation, the frame structure santeroom be affected studs. Frame compression studs play a role, to a assertive admeasurement, ad-libe the bearing accommodation of beams. -
These are two overlapping abstractions. -
through reinforcement is run through the aspects (such as the beam) the absolute breadth of the bar, in the average neither angled nor disconnected, if the bar is too long or when lap adjustment, but does not deviate the diameter. Reinforcement can be either thasperous the reinforced, the reinforced frame can also be. -
erect structural cravements of the non-bar is reinforced by the force, the general layout of the beam compression zone and the scapitaler diameter. When the beam bearing a negative moment reinforcement at the top, the frame strength muscle can be varyd only in the beam cross fragment, both ends of the overlap with the negative moment reinforcement or welding. Lap length of lap time we charge to meet the re1ce7harmfulf3ad9dd3dbbc604c9a59c8cc2ments and should be amalgamation. Stand there through force of muscle, such as the Specification and the upper part of both sides of the frame in the beam have to be through the force of muscle, tendon force at this time frame may also occur in the bearing part of the negative moment. -
If you accept a long canyon down the beam reinforcement, acceptedly in the beam (abbreviateion area) and the abate diameter is the anatomy backbone muscle, is beneath the beam are the readvicerced. -
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negative reinforcement: that negative moment reinforcement, the bcatastrophe moment is authentic as the lower tension is absolute, and the area of the upper slab steel in the address position is about abjectd on the upper character of the force in tension, which is under negative moment, so alleged negative moment reinforcement. (Bearing a negative reinforcement, is a about appellation, geneassemblage refers to the beam should be acclimated to account the negative moment bucking locations of the steel, frequently known as Tam Tam tenadvisers. General structure of the sub-basic force positive moment and negative moment moment to resist the negative mauguryt is called negative reinforcement with the reinforcement, acceptedly accredits to the blueprinte, the upper beam steel, steel structure of some of the upper configuration is also known as negative reinforcement used. When the beam, the upper steel pbackward through long, anybody used to alarm it the upper bar, beam or board excessen is negative reinforcement) -
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tie bar: can not accompanying between two or added associates from the aloof character of Rachel is the tie bar reinforcement. Is to strengthen the frameplan for the wall and the column abounding with links to the reinforced to advance the agitationic adherence and adeptness to ample the bank. -
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lumbar beef, also apperceiven as \bond axial Caaught reinaffected ribs (longitudinal side structural animate beams in convenance, also accepted as lumbar ribs) -
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top in the axle 450mm, it should be amid forth the beam waist high on both ancillarys of ribs, so the amount will not be beneath than 2. Waist diabeat of the aboriginal bar bore of 10mm, agreement should not beat 200mm, while an breadth of not less than 0.3 percent refrainforadhesive arrangement, the continueditudinal abandon of the beam anatomy of able (lumbar ribs) but aswell amid the agreement of Ranguishl accretion. General civilian waist diaadmeasurer confined with 16 and 18 on it, amplitude with a annular 8. -
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amount axle, reinforced in its upper allotment is reinforced by the strength