Problem 2.1 A proposed column has the following design loads: Axial Load: PD = 200 k, PL = 170 k, PE = 50 k, PW = 60 k (all compression) Shear Load: VD = 0 k, VL = 0 k, VE = 40 k, PW = 48 k Compute the design axial and shear loads for foundation design us
CEE 452 FOUNDATIONS Problem 25.6
Fall 2009 Page 1 of 3
Problem 25.6 Refer to Cantilever Wall Design summary sheet (attached at end of file): Given: 18 ft tall wall, dry soil, = 37o, = 126 lb/ft3: For = 37o: KA = 0.25 , KP = 4.02 Using FS = 2 (using KP = 4
CEE 452 FOUNDATIONS FALL 2005 Problem 25.5 Solution 1. Plot effective vertical effective stress versus depth on both sides of wall:
2.0 m
36 kN / m2
z
z
8.0 m
87 kN/m2
(87 + 8.5D) kN/m2 D 8.5 D kN /m2
2. Plot active and passive stress versus depth (active
Homework #5
CEE 452 FALL 2005 FOUNDATION ENGINEERING PROBLEM SET # 7
11.3
What is predrilling and when might it be used? What might happen if the predrill diameter or length was excessive? (2.0/2.0) Predrilling is drilling a vertical hole prior to driving
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