A two-storey institutional building is located in Canada. The union of beams to columns will be of the simple assembly type (ball joint). Earthquake loads will be neglected. The dimensions of the building are: E1: 9.4 m; E2: 6 m; D1: 7.9 m; D2: 8.4 m; hp: 3.6 m; height: 2.9 m. Data: i) Loads on the floor: D: 4.5 kPa; L: 1.9 kPa ii) Roof loads: D: 1.7 kPa; S: 4.5 kPa; Wprimary: -0.8 kPa; Secondary elements: -0.85 kPa iii) Wall loads. The walls rest on the edge beams of the floor (on line 1 and on line 3, as well as line A and C): D exterior walls: 2.6 kPa (vertical surface load), iv) Wind loads on the bracing on lines 1 and 3 between lines A and B: Wp: 86 kN, Wt: 68 kN (to be considered in both directions; see figure below)

a) Determine the factored uniform loads acting on the beam 1BC of the floor (identified in the figure with the symbol:) according to the requirements of CNB2015. Identify the combination that gives the maximum factored loads. b) Determine the maximum and minimum factored axial loads acting on the column A1 according to CNB requirements. Post A1 is part of the bracing on the line 1 between A and B. Identify the combinations that give the maximum factored loads and minimum

(B W B A ( E2 E2 2.1 - I D2 Poutrelles en treillis: D2 Poutrelles de type W 21 211 T H D1 D1 ouvert 3 3 I -Contreventements typiques Toit Plancher (B W B A ( E2 E2 2.1 - I D2 Poutrelles en treillis: D2 Poutrelles de type W 21 211 T H D1 D1 ouvert 3 3 I -Contreventements typiques Toit Plancher