Report copyright - 4 A 3 BMC-1€¦ · trabe asshto tipo 4 esc 1:10. 50 15 20 57 23 20 135 66. 9#8 9#8 2#4 2#4 2e#4@10cm. puente existente. 2 2 1 1 3 3 4 4. f'c=350kg/cm² 20 torones Ø=diam 1/2" grado
Please pass captcha verification before submit form
Please pass captcha verification before submit form