A price vertical section of 4 floors and floor frame for 1st floor carriers is seen. The floor position to be taken into consideration is unfavorable only for the vertical load condition. loadings are based on old bending moment and shear patterns taking; a) K101 and K102 rudders can make their calculations and selections in terms of their lengths. b) that the support section K101 and K102 can be equipped with a single reinforcement. according to this According to TS500-2000, the moments required can be reproduced at a maximum of 10%. Calculate bending donations. 214 mounting reinforcement and adjacent pleat If necessary, it will be selected in support sections, taking into account the amount of c) Show all bending donations by drawing a figure. d) To children of 8 2-arm vertical stirrups as cutting donation in K101 and K102 beams According to TS500-2000, determine only the support cutting donations of the salaries.

DATA: Material: Cover: d'=40 mm if a > b C30/B420C if a

Can you solve for c=3 a=4 b=8?

ekilde 4 katl bir binann dey kesiti ve 1. kat kirileri iin izilmi olan kat erevesi grlmektedir. Gz nne alnan kat erevesinde sadece dey yk durumu iin elverisiz yklemeler yaplarak elde edilmi olan eilme momenti ve kesme kuvveti diyagramlarn esas alarak; a) K101 ve K102 kirileri aklk kesitlerinde gerekli eilme donatlarn hesaplaynz ve seiniz. b) K101 ve K102 mesnet kesitinin tek donatl olarak donatlabilecei belirlenmitir. Buna gre TS500-2000'e gre momentlerin en fazla %10 yeniden dalm salayacak ekilde gerekli olan eilme donatlarn hesaplaynz. 2014 lk montaj donats ile komu aklktan gelen pliye miktarlarn dikkate alarak mesnet kesitlerinde ek donat gerekiyor ise seiniz. c) Tm eilme donatlarn ekil izerek gsteriniz. d) K101 ve K102 kirilerinde kesme donats olarak 8 lik 2 kollu dey etriye kullanlacana gre, kirilerin sadece mesnet blgelerinde kesme donatlarn TS500-2000'e gre belirleyiniz. VERLER: Malzeme: Paspayi: d=40 mm ab ise C30/B420C a