ENGN.2060 Lecture Notes - Lecture 6: Ferrari 250, Thermal Expansion

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148
6 ft
10 in.
10 in.
PROBLEM 2.50
The concrete post 6
(3.610
c
E u psi and 6
5.5 10 / F)
D
uq
c is reinforced with six steel
bars, each of 7
8-in. diameter 6
(2910
s
E u psi and 6
6.5 10 / F)
.
D
uq
s
Determine the
normal stresses induced in the steel and in the concrete by a temperature rise of 65°F.
SOLUTION
2
22
7
66 3.6079 in
448
SS
§·
¨¸
©¹
s
Ad
22 2
10 10 3.6079 96.392 in
cs
AA
Let c
P
tensile force developed in the concrete.
For equilibrium with zero total force, the compressive force in the six steel rods equals .
c
Strains: () ()
cc
sscc
ss cc
PP
TT
EA EA
HDHD
' '
Matching: cs
H
H
() ()
cc
cs
cc ss
PP
TT
EA EA
DD
' '
6
66
3
11 ()()
11
(1.0 10 )( 65)
(3.6 10 )(96.392) (29 10 )(3.6079)
5.2254 10 lb
DD
§·
'
¨¸
©¹
ªº
u
«»
uu
¬¼
u
csc
cc ss
c
c
PT
EA EA
P
P
3
5.2254 10 54.210 psi
96.392
c
c
c
P
A
V
u
54.2 psi
c
V
3
5.2254 10 1448.32 psi
3.6079
c
s
s
P
A
V
u
1.448 ksi
s
V
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Document Summary

The concrete post bars, each of 7 normal stresses induced in the steel and in the concrete by a temperature rise of 65 f. is reinforced with six steel (cid:117) P (cid:32) tensile force developed in the concrete. c. For equilibrium with zero total force, the compressive force in the six steel rods equals. E a c c (cid:14) (cid:68) c (cid:39) E a s s (cid:14) (cid:68) s (cid:39) P c (cid:32) (cid:183) (cid:184) (cid:185) (cid:68) (cid:68) (cid:16) c s (cid:39) 6 (cid:117) (3. 6 10 )(96. 392) (29 10 )(3. 6079) (cid:14) P c (cid:32) (cid:186) (cid:187) (cid:188) (1. 0 10 )(65) (cid:117) (cid:16) A rod consisting of two cylindrical portions ab and bc is restrained at both (cid:113) ends. Portion ab is made of steel ( and portion bc is made of brass ( Knowing that the rod is initially unstressed, determine the compressive force induced in. Abc when there is a temperature rise of 50 c. (cid:113) (cid:32)

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