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Specifications |
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Accessories section (available existing - required - excessdiffrence)   At the left support of the beam, upper and lower; in the middle; clearance and mounting; in the right bracket; The sum of the available / required and surplus reinforcement areas is given as top and bottom. Just below, the loading combination of the reinforcement calculation and the moment values of that combination are also written. Sol moment0= Kiriş sol mesnetinde, moment sıfır noktasının, kiriş sol ucuna olan mesafesidir. Değer istenirse değiştirilebilir. Kiriş detaylarında pilyenin kırım mesafesi, buraya yazan değer kadar alınır. Sağ moment0= Kiriş sağ mesnetinde, moment sıfır noktasının, kiriş sağ ucuna olan mesafesidir. Değer istenirse değiştirilebilir. Kiriş detaylarında pilyenin kırım mesafesi, buraya yazan değer kadar alınır. Tasarım kesme kuvveti (Ve)  Etriye hesabında kullanılan dizayn kesme kuvvetidirLeft moment0: At the beam left support, the moment zero point is the distance from the left end of the beam. The value can be changed if desired. In the beam details, the break distance of the battery is taken as the value written here. Right moment0: At the beam right support, the moment zero point is the distance from the right end of the beam. The value can be changed if desired. In the beam details, the break distance of the battery is taken as the value written here. |
Design shear force (Ve)  It is the design shear force used in stirrup calculation. In beams of high ductility level; |
Vmax   It is the maximum shear force that the section can carry. |
VCRVcr   It is the shear force that creates the oblique crack. |
Vc   It is the shear force carried by concrete. |
VRVr   It is the maximum cutting force value that the section can carry. The design shear force Ve used in stirrup calculation is not allowed to exceed Vr. The method followed in the calculation of Vr: |
Loading   And the loading that gives its value is the name of the combination. |
ThreeEnd   Support for cutting calculation ... (left or right) asw / s It is the area of 1 meter of single arm stirrup found for densification zone as a result of shear force calculation. And it is calculated. And = Vdy ± (Mpi + Mpj) / ln If And> Vmax or Ve> Vr, the cross section is insufficient. And Asw / s is calculated from the formula of = (Asw / s) * fywd * d + 0.8 Vc. S is accepted as 1 meter. And if - Vdy> = 0.5 Vd then Vc = 0 is taken. The asw / s value is never allowed to be less than 0.3 (fctd / fywd) * bw. |
ReinforcementSteel   It is the stirrup reinforcement rebar selected from the Asw / s value. It is shown as the number of stirrups, the diameter of the reinforcementrebar, the middle and the spacing in the densification region, respectively. |
Table  T-Beam width  Beam is the plate value. It is the beam width value in rectangular sections. (b) In symmetrical sections; For unsymmetrical sections, For a, the following values can be used: Upper limits or |
Jul. Ack.  Clear span  It is the net span value of the beam from inside the column to the inside of the column, from the beam edge to the beam edge if the beam is supported to another beam. |
Concrete fck   The characteristic of concrete is its compressive strength. |
Concrete fcd   The characteristic calculation of concrete is its compressive strength. |
Concrete fctd   The characteristic calculation of concrete is its tensile strength. |
Steel Rebar fyk   Reinforcement is the yield strength of steelrebar. |
Steel Rebar fyd   It is the calculation strength of reinforcement rebar steel. |
Cross Diagonal reinforcement   Lists the control information in table form of the cross reinforcement diagonal rebar design related information in the tie beams. (TBDY Article 7.6.8) Ln> 2hk and V <= 1.5 bw d fcd checks are made. Asd = Vd / (2fydsin (y)) ln: Beam clear span d = hk-spacers fctd: Concrete characteristic calculation tensile strength |
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