10D. DIMENSIONING PART 4/4

CHAPTER 10D 'DIMENSIONING' 27 1.1 With an inactive area visa I activate the option ¨Visit inactive area¨ The first method is in accordance with paragraph 7.6a of paragraph 7.3 of K.A.D.E.T. by considering the inert area for bending about a horizontal axis using the following formula fd : the compressive strength of the masonry (the average compressive strength is used in the programme) fm divided by the corresponding safety factor) 1.2 With an inactive area visa I activate the option ¨Classical View¨ The second method is according to the classical view of the overlap of the solids of the stresses (not included in the KADET) and the following relation is applied: Mma x ,1 = (fxd , 1 + νd * fd )*t 2 *l /6 fxd,1 : fxk,1/cm Flexural design strength of masonry for bending parallel to the horizontal joints nd*fd =σ0 t : wall thickness l : length of the wall