Vertical Incremental Stress/Strip &Rectangular loading
1) Show the steps for calculating m and n for point B, 2) show your rectangle and 3) select one of the options below which is correct for m and n for point B.
Correct option is: m=1, n=0.75
Vertical Incremental Stress/Strip &Rectangular loading 1) Show the steps for calculating m and n for point...
EMERGENCY - Geotech plz help A 2 m wide surface supported strip footing will be used to support a masonry bearing wall for a commercial building. The wall loading imposed onto the foundation will be 300 kN per meter of wall length. The soil under the foundation has a saturated unit weight of 20 kN/m”. If the water table is at the surface. what is the effective vertical stress at 2 m below the centre of the foundation when the...
1. The fracture stress of your sample (in units of N m−2) is given by dividing the load (in N) at the fracture point by the cross-sectional area of the original sample (in m2). The typical thicknesses of plastic bags are 8 × 10−6 m for flimsy bags and 7 × 10−5 m for thicker bags. Select one of these values and use it to obtain an estimate for the fracture stress of your bag. Ensure you state the thickness...
(1 point) Suppose a pendulum of length L meters makes an angle of θ radians with the vertical, as n the figure t can be shown that as a function of time, θ satisfies the differential equation d20 + sin θ-0, 9.8 m/s2 is the acceleration due to gravity For θ near zero we can use the linear approximation sine where g to get a linear di erential equa on d20 9 0 dt2 L Use the linear differential equation...
show all steps please (1 point) Suppose a pendulum with length L (meters) has angle 0 (radians) from the vertical. It can be shown that 0 as a function of time satisfies the differential equation: d20 +sin0 0 dt2 where g 9.8 m/sec/sec is the acceleration due to gravity. For small values of 0 we can use the approximation sin(0)~0, and with that substitution, the differential equation becomes linear. A. Determine the equation of motion of a pendulum with length...
Table 1: Experimental data for Hooke's Law lab. Mass (kg) Force (N) Ax (m) 0.100 0.100(9.8)= 0.98 N 0.017 0.139 0.139(9.8)= 1.362 N 0.023 0.165 0.165(9.8)= 1.617 N 0.028 0.090 0.09(9.8)= 0.882 N 0.015 0.300 0.300(9.8)= 2.94 N 0.050 0.050 0.050(9.8)= 0.49 N 0.009 Part B: Determining Unknown Mass Now that you have your spring constant, we are going to determine unknown masses. For the red and blue masses in the simulation, perform experiments to determine their mass. Show your...
A 3 m rigid bar AB is supported with a vertical translational spring at A and a pin at B The bar is subjected to a linearly varying distributed load with maximum intensity g Calculate the vertical deformation of the spring if the spring constant is 700 kN/m. (ans: 21.43 mm) 2. A steel cable with a nominal diameter of 25 mm is used in a construction yard to lift a bridge section weighing 38 kN. The cable has an...