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# A deep reinforced concrete member carries two members with factored loads as shown in Figure 2. Material properties: fy 400 MPa, f'e = 50

## A deep reinforced concrete member carries two members with factored loads as shown in Figure 2. Material properties: fy 400 MPa, f'e = 50 MPa. a) Sketch a feasible strut and tie model indicating the position and orientation of the compression struts and tension ties and calculate the forces in the struts and ties. b) Check the bearing stresses at where the loads are applied. c) What is the minimum width required for the most heavily loaded compression strut. d) Calculate the minimum width required for support bs. Take: u = 0.12 h; w = b, sin 0 + u cos 0; f1 = 0.85 af, where a = either 1.0 or 0.8 1800 mm 1700 mm 1700 mm 1700 mm 1000 kN 350 mm 2500 kN -350 mm H 1800mm 350 mm 2500 KN 350 mm 1700 1700 mm 1000 kN 1700 mm

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