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The shear force generated in the columns may vary depending on the beam or column plasticization. Column V e plasticized, which represents the value shown in the picture below.
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Kirişlerin Kesme Güvenliği KontrolleriBeam Shear Design Force available material strengths and Knowledge Level Coefficients are used.
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Kolonların Kesme Güvenliği KontrolüColumn Shear Design Forces available material strengths and Knowledge Level Coefficients are used.
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TDY 5.8.1.5 and 7.6.6.3 according to show the ductile behavior of a column, the shear force value occurs in column performance point V e 's, beam shear strength V r den must be small. Shear force strength on the curtains is found by V r TDY Equation 7.17 . Finding the shear strength V r is explained in detail under the heading Perde Kesitlerinin Kesme Dayanımı Hesabı Wall Design Shear Strength Calculation . For new building V r when calculating Table 5.1 'given the average (expected) material strengths are taken into account. V for existing buildingsWhen calculating r , the available material strengths and Information Level Coefficients given in Table 15.1 are used.
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Information Level Coefficients used to calculate internal force capacities in existing buildings TBDY TDY Table 15.1 is given below
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