Webpile is permitted to resist an horizontal force of 25 kN. a) Calculate axial loads on all piles. b) Could the unbalanced horizontal force be overcome? c) If the allowable bearing value of single pile is equal to 600 kN, state whether or not this pile foundation is safe. Q = 6000 kN H = 600 kN 1 1 4 4 6.0 m x y 1.0 m 1.5 m 1.5 m 1.0 m Webthe inclination of the weld to the direc tion of force took the values of 90,60, 45 and 30 deg. A special specimen was machined from the same assembly, as shown in Fig. 4, to give 0 deg, i.e., the longitudinal direction of loading. All the plates were 12.5-mm (0.5-in.) thick Alloy AA 5083-H321. The filler alloy was AA 5356, and the weld size was
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WebDec 29, 2024 · In order to define this third vector, we need to find. its magnitude (its length), which will be force, in Newtons N, and. its angle, from the positive direction of the ???x???-axis.. To find the magnitude and angle of a resultant force, we. create vector equations for each of the given forces. add the vector equations together to get the vector equation of … WebFeb 25, 2024 · Problems on bearing capacity of soil. 1. Problems on Bearing Capacity. 2. Example # 01 • A square footing 2.5 m by 2.5 m is built in a homogenous bed of sand density 2.0 t/m3 and having an angle of shearing 38o . The depth of a base of the footing is 1.5 m below the ground surface. Calculate the safe load that can be carried by a footing … sharepoint list threshold limit
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WebApr 12, 2024 · Shallow landslides in road cut-slopes cause traffic disruptions, especially during rainy seasons. Even when the cut slopes are planned for saturation conditions, the variability and uncertainty of the explanatory variables of slope stability combined with pore pressure variation due to rainfall determine the need to probabilistic model the slope … WebOct 4, 2024 · Design Example of Roof Purlins. We are to provide a suitable cold formed channel section for the purlin of the roof arrangement shown below. Partial Factor for loads (BS EN 1990 NA 2.2.3.2 Table NA.A1.2 (B)) Permanent action γ G = 1.35 (unfavourable) Variable action γ G = 1.5. Combination factor for Roofs, ψ 0 = 0.7. WebThe backfill inclination is 20°. The soil has a unit weight of 17.3 kN/m² and an internal friction angle of 32°. The concrete has a unit weight of 23.57 kN/m². The coefficient of friction between the wall foundation and the foundation soil is 0.5, and the ultimate soil bearing pressure is 144 kPa. sharepoint list title autonumber