Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Question
Chapter 16, Problem 10P
To determine
Find the reaction and plot the shear and bending moment diagram.
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A shallow foundation measuring 1 m × 2 m in plan is to be constructed over a normally consolidated sand layer. Given: D₁ = 1 m, №60 increases with depth, N 60 (in the depth of stress influence) = 11,
Estimate the elastic settlement using Burland and Burbidge's method.
(Enter your answer to three significant figures.)
Se
mm
and
Inet
=
138 kN/m².
A continuous foundation on a deposit of sand layer is shown in the figure below along with the variation of the cone penetration resistance qc
1.5 m
0
2.5 m
Sand
14
q= 195 kN/m²
qe (kN/m²)
9 1750
93450
9c=2900
Depth (m)
Assuming = 16 kN/m² and creep is at the end of ten years after construction, calculate the elastic settlement of the foundation using the strain influence factor method. Use the equations
22 Iz
Es
0
| Se = C₁C2 (9) Az
and
Es = 3.5qc (for L/B> 10)
(Enter your answer to three significant figures.)
Se =
mm
Determine the stiffness matrices for the entire truss in the global co-ordinate system. Assume A=0.0015m2 and E=200GPa, indicate the degrees of freedom in all stiffness matricies.
Chapter 16 Solutions
Structural Analysis
Ch. 16 - Prob. 1PCh. 16 - Prob. 2PCh. 16 - Prob. 3PCh. 16 - Prob. 4PCh. 16 - Prob. 5PCh. 16 - Prob. 6PCh. 16 - Prob. 7PCh. 16 - Prob. 8PCh. 16 - Prob. 9PCh. 16 - Prob. 10P
Ch. 16 - Prob. 11PCh. 16 - Prob. 12PCh. 16 - Prob. 13PCh. 16 - Prob. 14PCh. 16 - Prob. 15PCh. 16 - Prob. 16PCh. 16 - Prob. 17PCh. 16 - Prob. 18PCh. 16 - Prob. 19PCh. 16 - Prob. 20PCh. 16 - Prob. 21PCh. 16 - Prob. 22PCh. 16 - Prob. 23PCh. 16 - Prob. 24PCh. 16 - Prob. 25PCh. 16 - Prob. 26PCh. 16 - Prob. 27PCh. 16 - Prob. 28PCh. 16 - Prob. 29PCh. 16 - Prob. 30PCh. 16 - Prob. 31P
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