FUND MAT SCI+ENG ACCESS+EPUB
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Chapter 16.13, Problem 24QP
To determine
To explain:
Why for a small anode to cathode area ratio, the corrosion rate will be higher than for a large ratio.
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4. Two links made of heat treated 6061 aluminum (Sy = 276 MPa, Sys = 160 MPa) are pinned
together using a steel dowel pin (Sy = 1398 MPa, Sys = 806 MPa) as shown below. The
links are to support a load P with a factor of safety of at least 2.0. Determine if the link will
fail first by tearout, direct shear of the pin, bearing stress on the link, or tensile stress at
section AA. (Hint: find the load P for each case and choose the case that gives the smallest
load.)
P
8 mm
P
8 mm
¡+A
3 mm
→A
10 mm
P
=
A generator with VG 300V and R = 50 is connected to a load R = 750 through a 50 lossless
transmission line of length L = 0.15 m. (a) Compute Zin, the input impedance of the line at the
generator end. (b) Compute and V. (c) Compute the time-average power Pin delivered to the line.
(d) Compute VL, IL, and the time-average power delivered to the load, PL (e) How does Pin compare
to PL? Explain.
A1.4- Determine the factored moment resistance for the flanged beam (simply supported) shown in Figure 4.
Given: Beam span L = 8m
fc = 25MPa
fy=400MPa
As = 3-35M
*350*
mm
1.5 m
Figure 4
*350*
mm
-60mm
Chapter 16 Solutions
FUND MAT SCI+ENG ACCESS+EPUB
Ch. 16.13 - Prob. 1QPCh. 16.13 - Prob. 2QPCh. 16.13 - Prob. 3QPCh. 16.13 - Prob. 4QPCh. 16.13 - Prob. 5QPCh. 16.13 - Prob. 6QPCh. 16.13 - Prob. 7QPCh. 16.13 - Prob. 8QPCh. 16.13 - Prob. 9QPCh. 16.13 - Prob. 10QP
Ch. 16.13 - Prob. 11QPCh. 16.13 - Prob. 12QPCh. 16.13 - Prob. 13QPCh. 16.13 - Prob. 14QPCh. 16.13 - Prob. 15QPCh. 16.13 - Prob. 16QPCh. 16.13 - Prob. 17QPCh. 16.13 - Prob. 18QPCh. 16.13 - Prob. 19QPCh. 16.13 - Prob. 20QPCh. 16.13 - Prob. 21QPCh. 16.13 - Prob. 22QPCh. 16.13 - Prob. 23QPCh. 16.13 - Prob. 24QPCh. 16.13 - Prob. 25QPCh. 16.13 - Prob. 26QPCh. 16.13 - Prob. 27QPCh. 16.13 - Prob. 28QPCh. 16.13 - Prob. 29QPCh. 16.13 - Prob. 30QPCh. 16.13 - Prob. 31QPCh. 16.13 - Prob. 32QPCh. 16.13 - Prob. 1DPCh. 16.13 - Prob. 2DPCh. 16.13 - Prob. 3DPCh. 16.13 - Prob. 1FEQPCh. 16.13 - Prob. 2FEQPCh. 16.13 - Prob. 3FEQP
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