Materials Science and Engineering: An Introduction, 10e WileyPLUS + Abridged Loose-leaf
10th Edition
ISBN: 9781119472070
Author: William D. Callister Jr., David G. Rethwisch
Publisher: Wiley (WileyPLUS Products)
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Chapter 12, Problem 25QAP
To determine
To compute:
The theoretical density of diamond.
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الله
+
600
2
Example 5
For the exterior longitudinal frame (Frame B) of the flat plate floor shown in
figure, and by using the Direct Design Method, find:
a. Longitudinal distribution of the total static moment at factored loads.
b. Lateral distribution of moment at exterior panel (column and middle
strip moments at exterior support)
Slab thickness = 175 mm, d=140 mm
qu=14.0 kN/m²
All columns = 600x 400 mm
916
*5000*5000*5000*
B
Sinter
line
16400-
6400
-6400-
Exercise 1.4
Consider two different implementations of the same instruction set architecture.
There are four classes of instructions, A, B, C, and D. The clock rate and CPI of each
implementation are given in the following table.
CPI Class B CPI Class C CPI Class D
Clock rate CPI Class A
P1
1.5 GHz
1
2
3
P2
2 GHz
2
2
2
4
2
1.4.1 [10] Given a program with 10" instructions divided into classes as
follows: 10% class A, 20% class B, 50% class C and 20% class D, which implemen-
tation is faster?
1.4.2 [5] What is the global CPI for each implementation?
1.4.3 [5] Find the clock cycles required in both cases.
The following table shows the number of instructions for a program.
Arith
500
Store
50
Load
100
Branch
50
Total
700
1.4.4 [5] Assuming that arith instructions take I cycle, load and store 5
cycles and branch 2 cycles, what is the execution time of the program in a 2 GHz
processor?
1.4.5 [5] Find the CPI for the program.
1.4.6 [10] If the number of load instructions can be reduced…
Example 8
For the longitudinal frame of the flat slab floor shown in figure, and by using
the Direct Design Method, find:
a. Longitudinal distribution of the total static moment at factored loads.
b. Lateral distribution of moment at exterior panel (column and middle
strip moments at exterior support)
qu 18.0 kN/m²
edge beams: 300×600 mm
5000 mm
CL Panel
6000
واجب
750
750-
400
099-
5000 mm
+2000+
CL Panel
1120
Drop Panal
Cobum Cop
250
احول دائري الى توسيع
احلة
$400mm
face to face
6000 mm
Chapter 12 Solutions
Materials Science and Engineering: An Introduction, 10e WileyPLUS + Abridged Loose-leaf
Ch. 12 - Prob. 1QAPCh. 12 - Prob. 2QAPCh. 12 - Prob. 3QAPCh. 12 - Prob. 4QAPCh. 12 - Prob. 9QAPCh. 12 - Prob. 13QAPCh. 12 - Prob. 15QAPCh. 12 - Prob. 19QAPCh. 12 - Prob. 20QAPCh. 12 - Prob. 23QAP
Ch. 12 - Prob. 24QAPCh. 12 - Prob. 25QAPCh. 12 - Prob. 26QAPCh. 12 - Prob. 27QAPCh. 12 - Prob. 28QAPCh. 12 - Prob. 32QAPCh. 12 - Prob. 33QAPCh. 12 - Prob. 34QAPCh. 12 - Prob. 37QAPCh. 12 - Prob. 38QAPCh. 12 - Prob. 40QAPCh. 12 - Prob. 41QAPCh. 12 - Prob. 43QAPCh. 12 - Prob. 48QAPCh. 12 - Prob. 1FEQPCh. 12 - Prob. 2FEQP
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