The bar shown in the Fig, has a constant width of 35 mm and a thickness of 10 mm. Determine the maximum average normal stress in the bar when it is subjected to the loading shown? B 9 kN C 4 kN D 12 kN 22 kN 9 kN 4 kN 35 mm
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- Analyse the cantilever retaining wall to retain soil of earth of height 5.5m above ground level. Soil having bearing capacity and density are respectively 170kN/m2 and 18kN/m3. Use:Concrete grade 25Steel strength 460N/mm2Internal angle of friction 30 degreeCoefficient of friction 0.5A wall footing 1 m wide carries a uniform load of 300 kN/m of wall length. Soil weights 16 kN/m^3.Using the influence chart, compute the total vertical increment of the loads at a depth of 3 m from the edge of the strip in kN/m. a. 48 b. 60 c. 156 d. 108The one-way continuous slab is to support the moments. Consider f’c 21MPa and fy= 275 MPa; Dead load moment 42 kN.m/m at midspan- 67 kN.m/m at supports : Liveload moment 40 kN.m/m at midspan and 44 kN.m/m at supports : Windload moment + 133 kN.m/m at supports. Calculate: 1.What is the maximum positive factored moment? 2. What is the maximum negative factoredmoment? 3. What is the minimum depth permitted with no compressive reinforcement is assume and using 12 mm diameter rebars?
- Given: b = 350 mm d = 420 mm f'c = 30 MPa fy = 275 MPa Mu = 200 kN-m diameter of Rebar = 20 mm Required: 1 Depth of stress block, mm 2 Depth of the neutral axis, mm 3 Number of 20mm rebarsSolve the below problem in typed form. A retaining wall 5 m high was designed to stabilize a slope of 15°. The back of the wall is inclined by 10° to the vertical and may be assumed to be rough with a friction between the soil and wall of 20°. The soil has a friction angle of 30° and a saturated unit weight of 17.5 kN/m3. After a flood, the ground water level, which is usually below the base of the wall, rose to the surface. Calculate the lateral earth pressure and force on the wall. Neglect seepage effects.Determine the required spacing of vertical U - stirrups when the required shear strength Vu = 100 kN. Ans.: _______mm Determine the required spacing of vertical U - stirrups when the required shear strength Vu = 290 kN. Ans.: _______mm
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- A reinforced earth retaining wall will have a height of 10.5 m. (35 ft) In this case: Calculate: tie rods, check safety by turning and displacement stuffed ϒ Ф´ FS (1) 16.5 kn/m3 34° 3 (2) 105 lb/ft3 35° Foundation (2) 18 kn/m3 115 lb/ft3 28° REINFORCEMENT Sv Sh FY tw tf Фk Fs (1) 1.0 m 1.0 m 250 mpa 0.12 m >0.005 25° 3 (2) 4 ft 4.5 ft 36 ksi 4 in > ¼ “ 22°e. Location of the total earth thrust from the base of wall (in meter) ya = f. Minimum width B (in meter) of wall to be safe against sliding if the mobilized friction angle at the base of wall is 25o and factor of safety against sliding is 1.5 (minimum). Consider 24 kN/m3 as the unit weight of concrete. B = Thankyou pleaseCalculate the maximum safeload of square footing 3.5 m angle of shear being 36° FOS=3, Unit weight =16 kn/m3