Please find maximum bending moment and draw graphs

1 Hall Technological loads Type of load Characteristic loads [kN/m] (plan) Security Loads cale. [kN/m] (plan) factory 11.11 0,100 1,500 0.150 A: 38,8 m2 I L Technological load Suspended installations-eg. lighting, ventilation 11 Live loads ceiling: Type pf load Characteristic loads [kN/m] (plan) security Loads calc. [kN/m] (plan) factory Living areas 2.00 1,500 3.000 C Load per unit area of the ceiling - covering layers Type of loud Characteristic loads [kN/m] Loads culc [kNm] security factory Permanent loads: Tiles on glue 5 cm concrete floor polystyrene max. 10 cm reinforced concrete slab 15 cm suspended plasterboard ceiling + frame TOGETHER 0.50 25,0 x 0,05 -1,25 0.45 x 0.10 = 0,05 25,0 x 0.15-3,75 0,300 1.350 1,350 1,350 1.350 5.850 1,35 7,90 Assumed beam section: height: 420:1528 width: 20:2=15 Concrete class C25/30: fck=25MPa fcd=25/1,5=16,6MPa Steel Class C: fyk=500MPa fyd-420MPa X 4,2 1 Hall Technological loads Type of load Characteristic loads [kN/m] (plan) Security Loads cale. [kN/m] (plan) factory 11.11 0,100 1,500 0.150 A: 38,8 m2 I L Technological load Suspended installations-eg. lighting, ventilation 11 Live loads ceiling: Type pf load Characteristic loads [kN/m] (plan) security Loads calc. [kN/m] (plan) factory Living areas 2.00 1,500 3.000 C Load per unit area of the ceiling - covering layers Type of loud Characteristic loads [kN/m] Loads culc [kNm] security factory Permanent loads: Tiles on glue 5 cm concrete floor polystyrene max. 10 cm reinforced concrete slab 15 cm suspended plasterboard ceiling + frame TOGETHER 0.50 25,0 x 0,05 -1,25 0.45 x 0.10 = 0,05 25,0 x 0.15-3,75 0,300 1.350 1,350 1,350 1.350 5.850 1,35 7,90 Assumed beam section: height: 420:1528 width: 20:2=15 Concrete class C25/30: fck=25MPa fcd=25/1,5=16,6MPa Steel Class C: fyk=500MPa fyd-420MPa X 4,2