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PROBLEM (7.61) Re-solve Prob.7.60 for a built-up beam of the cross section shown in Fig.
P7.61.
SOLUTION
y
10 mm
(a)
208.5 mm
C
z
407 mm
7.7 mm
240 mm
10 mm
From solution of
Prob. 7.29:
I = 424.7 × 10 −6 m 4
We have, at welds:
Q = 240 × 10( 208.5)
= 500.4 × 10 3 mm 3
VQ V (500.4 × 10−6 )
=
= 2(200 × 103 )
−6
I
424.7 × 10
Solving
V = 339.5 kN
q=
(b) τ max
VQ 2(200 ×103 )
=
=
= 51.9 MPa
Ib
7.7(10−3 )
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