Which of the following statement is correct for a strip foundation (Length x m) placed on the ground surface?

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It is requested to dimension the bending wall (similar to figure 2) in order to resist tipping and slipping, considering parameter values geometric and geotechnical according to the table. v (kN/m³) с (КPа) H (m) q (kN/m?) 18 29 20 Note: use data provided in figure 02 for pre-dimensioning. bo be: 20 cm (mín) bi: (8% a 10%) H B: (40% a 70%) H D: 20 cm (mín) ou (8% a 10%) H P: (10% a 12%) H E: 30 cm (mín) b1 Figure 02: typical section suggested for pre-sizing of bending retaining wall (minimum values)

Determine the reinforcements for given slab systems and draw a sketch to show bar arrangements 44 + -12 cm 3.25 1.50 h=120 mm Q=2.0 kN/m² (for Slabs) Q=5.0 kN/m² (for Balcony) -12 cm 3.35 1.50 0.25 ++ + =12 cm 325 150 0.25 ++ + 12 cm 3.25 3.50 Yconcrete 25 kN/m³ Coverage+plaster= 1.5 kN/m² Materials: C25/S420

Discuss Presumptive Allowable Bearing Pressures

Q4: Use the rectangular loaded area to calculate the increase in vertical stresses at points (A) and (B) due to the loaded area of footing. Choose figure (1) or (2). Top view Top view It 10 m.X. 10m. 4-15006 AWT MPRESSIBLE CLAY 1 CLAY 1 CLAY 2 10m x 10m - 150 d 777777777 G.W.T CLAY 1 CLAY 1 CLAY 2

Foundation and Retaining Wall Design 3 Decimal Places

Note: Round off only in the final answer (Use 4 decimal places)

Why is a minimum thickness of at least ten times the depth of the impression required in the Brinell test

If the given beam section is used for a simply supported beam 5.0 m span, using f'c = 28 MPa and fyt = 420 MPa, calculate the nominal shear strength of concrete, (kN) using simplified formula of NSCP 2015. 10-mm-dia @ 200 mm -275 mm 103.07 77.31 89.26 425 mm Select the correct response: 93.46 t 500 mm 75 mm