16. In determining the minimum cushion pressure needed to break a given thickness
of ice using an air cushion vehicle, Muller (“Ice Breaking with an Air Cushion
Vehicle,” in Mathematical Modeling: Classroom Notes in Applied Mathematics,
M.S. Klamkin, editor, SIAM, 1987) derived the equation
p3(1 −β2) + 0.4hβ2−σh2
r2p2+σ2h4
3r4p−σh2
3r23
= 0,
where pdenotes the cushion pressure, hthe thickness of the ice field, rthe size
of the air cushion, σthe tensile strength of the ice, and βis related to the width
of the ice wedge. Take β= 0.5, r= 40 feet and σ= 150 pounds per square inch
(psi). Determine pfor h= 0.6, 1.2, 1.8, 2.4, 3.0, 3.6 and 4.2 feet.
Let
17. A frame structure is composed of two vertical columns and one horizontal beam,
as shown below. The vertical columns are of length Land have modulus of elas-
ticity Eand moment of inertia I. The horizontal beam connecting the tops of
the columns is of length L1with modulus of elasticity Eand moment of inertia
I1. The structure is pinned at the bottom and free to displace laterally at the
top. The buckling load, P, for the structure is given by
P= (kL)2EI
L2,
where kL is the smallest positive solution of
kL tan kL = 6 I1L
IL1
.
Suppose E= 30 ×106lb/in2,I= 15.2 in4,
L= 144 in, I1= 9.7 in4and L1= 120 in.
Determine the buckling load of the structure.