CE ELECT 1S-Foundation and Retaining Wall Design PLATE 104 DESIGN OF STRAP FOOTING DL= 750 KN LL = 600 KN DL= 1100 KN LL = 900 KN Given: 9. = 300 kPa fe = 21 MPa fy=414 MPa 8 = 24 kN/m os = 16 kN/m 450 X 600 600 x 600 embedment = 1.8 m strap beam is elevated 150 mm from the base of footing assume clear length of strap beam = 2.5 m surcharge load = 5kPa Design section of strap beam 600 x 900 PROPERTY LINE 5500.0 Required: Design a strap footing SURCHARGE= 5kPa STRAP BEAM Consider the effect of the embedment and surcharge. Use 20 mm rebar for footing Rebars. Use 20 mm rebar for strap beam. Give an on-scale schematic structural detail (CAD) + PLAN + ELEVATION ISOMETRIC (if necessary) 5500.0 CE ELECT 1S-Foundation and Retaining Wall Design PLATE 104 DESIGN OF STRAP FOOTING DL= 750 KN LL = 600 KN DL= 1100 KN LL = 900 KN Given: 9. = 300 kPa fe = 21 MPa fy=414 MPa 8 = 24 kN/m os = 16 kN/m 450 X 600 600 x 600 embedment = 1.8 m strap beam is elevated 150 mm from the base of footing assume clear length of strap beam = 2.5 m surcharge load = 5kPa Design section of strap beam 600 x 900 PROPERTY LINE 5500.0 Required: Design a strap footing SURCHARGE= 5kPa STRAP BEAM Consider the effect of the embedment and surcharge. Use 20 mm rebar for footing Rebars. Use 20 mm rebar for strap beam. Give an on-scale schematic structural detail (CAD) + PLAN + ELEVATION ISOMETRIC (if necessary) 5500.0