Pregunta: Maybe someone could help me transcribe this exercise to digital from one of my classes in Spanish?

losa de Delamina la carga sobre la viga Cz-Carly el resto de vigas Considere hormigon armada moziza de jocio pesode losa 2.6 KU/m² ( 2m haltura de pared) funcionalidad sala de reuniones: 4.8 Ru/m² Paved sobre codo wigo. Peso de pared =195 kg/m² Peso de valdosa 20 kg/m² Peso de cielo raso: bols KH/m² Combinacion de carga : 1.2CM + 1.6 CV @ma SO 762 BOON 420 Ⓒ Transformar de kN/m² GHI € Ca 22.2 1919 2, 6kN/m² (101.93) = 265, 122 kg/m² b.15 KM/m² (101.91) 15, 2955 kg/m² 4,8KW/m² (101.97) = 994, 25 Kgm? (2) ⒸCalculo de cara Peso de voldoso 20kg /m² Peso de loso Peso de cielo raso Peso de pared 195 Kg/m² A= 6.8 m² 2m 3.90m 2004175 kg/m2 300/4175kg/m² [2] = 600,835 kg/m² AQ AQ Viga C2-C2 Combinación de carga Parolovizo cz=624 [T=1.2 (600, 835 kg /m²) +1.6 (994,35 Kg+12 3 2639) CT= 3103.162 Kg/m ² 1.125 CT= 3878,9325 Kg Imp Viga C₁-C₁ Y C3-63 2 CT = 1.21:300,41 75 kg /m² +1. (1999,35 kg /m² 41-2(132 KB] CT=2742/C1k4.125 m Ct = 3428,32625/Kg/m 265,122 kg/m² 15/2955 Kalm 300,4175 kg/m² 68 m² x 195 kg/m² = 1326kg ESTILO viga C₁-C₂ C2-63) CT-12 (300,41 75 kg/m² + 16 (994, 35kg/m² +1.2 (8715 Kg) CT=2204,961 Kg/m ² * 1,125m= 12480, 0186221 Kg/m KIL 1-725² h-6125 (on (667) = 1,125, A= 4.5 m² 2m 9.5 m² *195 kg/m²- 877.5kg 2.25m Viga Clil + Gol Y C2.1-C3.1 21-(311) AD 29801018625 kg/m AB L = P 4 CT-1021300, 4175 kg/m² +1.6 (494, 35Kg/m² +1.2(877 SKg) CT= 204,461 kg /m² * 1.70 m = 245, 29932 Kg./m CT- 2480,018625 +245,2993 2 A CT 12725, 3119us kg/m² Volado de viga C 1.1 Y C3.1 1021300, 4/75) +16 (499,35) tm = 1/s1X461 X 1.20 =1381.7532// Volado deviga C.2.1 C1=1381.7532x2 CT=2763, 5064 Nolpa hez1g/m² +1.6 (994, BS Kg/m² +1.2/877.30 Zuzi? * 1.20 in = 245, 29932 KgJm.. 25+ 245 29932 Volado de viga CB.1 Y C3.1 1021300, 4/75) +66(494,35) Im = 1151X461 X 1.20 1381.7532// Volado deviga C 201 NEPTA 24 KIERU. Rr (00² 25 Rb /m² C1=1381.753 2 X 2 CT-2763, S064 A A