Materials Science And Engineering
10th Edition
ISBN: 9781119405498
Author: Callister, William D., Jr, RETHWISCH, David G., Jr., 1940- Author.
Publisher: Wiley,
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Chapter 11, Problem 31QAP
To determine
To write:
The principal difference between the natural aging and artificial aging processes.
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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
Example 9
For the the transverse exterior frame (Frame D) of the flat plate floor, without edge beams, 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 interior panel (column and middle stripmoments at
negative and positive moments).
Slab thickness = 180 mm, d = 150 mm
qu= 15.0 kN/m², All columns = 400×400 mm
5.0 m-
5.0-
5.0-
نصف عرف العمود
6.0 m
Example 7
For the transverse 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 atexterior support)
Flit
D = 7.0 kN/m²
L = 4.0 kN/m²
3000-
5000
-160
+1000+
5000
009-
300-1000
Chapter 11 Solutions
Materials Science And Engineering
Ch. 11 - Prob. 1QAPCh. 11 - Prob. 2QAPCh. 11 - Prob. 3QAPCh. 11 - Prob. 5QAPCh. 11 - Prob. 6QAPCh. 11 - Prob. 7QAPCh. 11 - Prob. 8QAPCh. 11 - Prob. 9QAPCh. 11 - Prob. 10QAPCh. 11 - Prob. 11QAP
Ch. 11 - Prob. 12QAPCh. 11 - Prob. 13QAPCh. 11 - Prob. 14QAPCh. 11 - Prob. 15QAPCh. 11 - Prob. 16QAPCh. 11 - Prob. 17QAPCh. 11 - Prob. 18QAPCh. 11 - Prob. 19QAPCh. 11 - Prob. 20QAPCh. 11 - Prob. 23QAPCh. 11 - Prob. 24QAPCh. 11 - Prob. 25QAPCh. 11 - Prob. 26QAPCh. 11 - Prob. 27QAPCh. 11 - Prob. 30QAPCh. 11 - Prob. 31QAPCh. 11 - Prob. 2DPCh. 11 - Prob. 1FEQPCh. 11 - Prob. 2FEQPCh. 11 - Prob. 3FEQPCh. 11 - Prob. 4FEQPCh. 11 - Prob. 5FEQPCh. 11 - Prob. 6FEQP
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