230 



FAEM BUILDINGS IN SOUTH AFEICA 



HALF 



5ECTI0NRL PLAN, 





C 



FLOW ft£WFO/?CEMZMT t C 

 B/t/?3ED W/PES &" jlPfi/PT V 



•i ! I i i • i i i ! ■ I 



_i_j — r — t — J — ^i — 

 i { i i 



rri 



ii it 



-i- -t- 4 - - •*■ -; 

 i 



1 i i_ i 



vt — i — i — j — i — ! — i — r— ^ — ; 



J-lj L_|_h 



I I 



TT IT ■ 



I I 



- 4 

 .,_ ' l_ J. -U- 



_ 1- 



rrrri-T 



-r— p-yi-r-r i i i _ i " l_r T T Tn ; 



■ -\-J. i_j_ j_.i_.J_' L_L-i — L_.L_L.IJ4I 



— I — t — 1 — J_!-a 



I — t — r — t- 



._!_!_ 





i I Hi 



-H 



_i_i-' -i_4-_J_ IL.L4-}-. 



1 



1 1 1 1 jjji 



l_ 



1 I 

 -iV-14— I ' 



— r — i — j j- t-+-H--i- 

 1 1 -I 



1 1 I 



—LI-EM- 



11,1 1 



— 1 — ! — t -r -*- ' — r- 4— f-4. 



J J J_i_! Li_L Lj 

 "la 1 7 ~ r ".; ■ 



•*a Wi v^ 1 j \± 



Fig. ISO. 



The wall reinforcement consists of £-inch diameter round steel bars, with 

 the exception of the two vertical bars opposite each pier which are r ° e -inch 

 diameter. In order to prevent cracking, the floor is reinforced by heavy 



