In Problems 5-8, find the pivot element, identify the entering and exiting variables, and perform one pivot operation. x 1 x 2 s 1 s 2 s 3 P 2 1 1 0 0 0 4 3 0 1 1 0 0 8 0 0 2 0 1 0 2 − 4 0 − 3 0 0 1 5
In Problems 5-8, find the pivot element, identify the entering and exiting variables, and perform one pivot operation. x 1 x 2 s 1 s 2 s 3 P 2 1 1 0 0 0 4 3 0 1 1 0 0 8 0 0 2 0 1 0 2 − 4 0 − 3 0 0 1 5
Solution Summary: The author calculates the pivot element, identify the entering and exiting variables, and execute one pivot operation, if the simplex tableaux are, lx_
=
Q6 What will be the allowable bearing capacity of sand having p = 37° and ydry
19 kN/m³ for (i) 1.5 m strip foundation (ii) 1.5 m x 1.5 m square footing and
(iii)1.5m x 2m rectangular footing. The footings are placed at a depth of 1.5 m
below ground level. Assume F, = 2.5. Use Terzaghi's equations.
0
Ne
Na
Ny
35 57.8 41.4 42.4
40 95.7 81.3 100.4
Q1 The SPT records versus depth are given in table below. Find qan for the raft 12%
foundation with BxB-10x10m and depth of raft D-2m, the allowable
settlement is 50mm.
Elevation, m 0.5 2
2 6.5 9.5 13 18 25
No.of blows, N 11 15 29 32 30 44
0
estigate shear
12%
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, subject and related others by exploring similar questions and additional content below.
Solve ANY Optimization Problem in 5 Steps w/ Examples. What are they and How do you solve them?; Author: Ace Tutors;https://www.youtube.com/watch?v=BfOSKc_sncg;License: Standard YouTube License, CC-BY
Types of solution in LPP|Basic|Multiple solution|Unbounded|Infeasible|GTU|Special case of LP problem; Author: Mechanical Engineering Management;https://www.youtube.com/watch?v=F-D2WICq8Sk;License: Standard YouTube License, CC-BY