Architectural design and practice Phần 1 pdf
Tài liệu Using Stored Procedures to Add, Modify, and Remove Rows from the Database phần 1 pdf
...
Using Stored Procedures to Add, Modify, and Remove Rows from the Database
You can get a DataAdapter object to call stored procedures to add, modify, and remove
rows from the database. These ... how to
ã
Create the required stored procedures in the Northwind database.
ã
Set up a DataAdapter to call the stored procedures....
Encyclopedic Dictionary of International Finance and Banking Phần 1 pdf
... rate (won/$) 10 50.00 10 92.00 11 35.68 11 81. 11 1228.35 12 77.49
In Thousands of Dollars
5 Pre-tax receipts
[(3)/(4) ì 10 00]
10 07.3 11 62.2 13 40.9 15 47 .1 1784.7
6 U.S. taxes (38%) 382.8 4 41. 6 509.5 ... fees and export
profits, after tax
624.5 720.6 8 31. 4 959.2 11 06.7
8 After-tax dividend
[Exhibit 7, (10 )]
649.9 11 60.8 17 47.0 2 419 .7 319 1.6
9 Project cost 1...
Physical Processes in Earth and Environmental Sciences Phần 1 pdf
... Laminar flow, 11 1
4.5 Turbulent flow, 11 3
4.6 Stratified flow, 11 7
4.7 Particle settling, 11 9
4.8 Particle transport by flows, 12 1
4.9 Waves and liquids, 12 5
4 .10 Transport by waves, 13 1
4 .11 Granular ... flow, 13 3
4 .12 Turbidity flows, 13 8
4 .13 Flow through porous and granular solids, 14 2
4 .14 Fractures, 14 4
4 .15 Faults, 15 6
4 .16 Solid bending, buckling, and fol...
OPTICAL IMAGING AND SPECTROSCOPY Phần 1 pdf
... David Jones, 19 61-
Optical imaging and spectroscopy / David Jones Brady.
p. cm.
Includes bibliographical references and index.
ISBN 978-0-470-04823-8 (cloth)
1. Optical spectroscopy. 2. Imaging systems. ... is i
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b
(
r
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for some a
and
b
and for
r
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ỵ y
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. Application of Snells law tells us that n
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The Frontiers of Theory Of Jews and Animals Phần 1 pdf
... TEXT.indd 5 4/3 /10 12 :19 :064/3 /10 12 :19 :06
Of Jews and Animals
M2093 - BENJAMIN PRELIMS.indd iM2093 - BENJAMIN PRELIMS.indd i 4/3 /10 12 :18 :004/3 /10 12 :18 :00
xii Of Jews and Animals
exercise of critical ... 4/3 /10 12 :18 : 014 /3 /10 12 :18 : 01
6 Of Jews and Animals
Figures
Even though the fi gure refers to the constitution of an identity i...
Architectural design and practice Phần 1 pdf
... 2
10 .6 Reinforced masonry columns, using ENV 19 96 1 1
11 Prestressed masonry
11 .1 Introduction
11 .2 Methods of prestressing
11 .3 Basic theory
11 .4 A general flexural theory
11 .5 Shear stress
11 .6 ... partial safety factors
12 .4 Calculation of vertical loading on walls
12 .5 Wind loading
12 .6 Design load
12 .7 Design calculation according to EC6 Part 1 1
(ENV 19...
Architectural design and practice Phần 2 doc
... types of
sand:sand type S and sand type G. Both types of sand will produce
satisfactory mortars. However, the grading of sand type G, which falls
between the lower limits of sand S and sand G, may ... unit and the masonry strength is
Fig. 3 .2 Effect of joint thickness on brickwork strength.
20 04 Taylor & Francis
Table 2. 7 (Contd)
20 04 Taylor & Francis
20 04 Taylor &...
Architectural design and practice Phần 3 ppt
... built in brickwork and the other in blockwork.
4.2 .3 Sections 3 and 4: design
Sections 3 and 4 contain the main design information, starting with a
statement of the basis of design. Unlike its ... components and workmanship. In
general, these should be in accordance with the relevant British Standard
(e.g. BS 5628: Part 3; Materials and components, design and
workman...
Architectural design and practice Phần 4 doc
... wall calculated
from
(4. 14)
where M
i
and N
i
are respectively the design bending moment and
vertical load at the top or bottom of the wall and e
hi
and e
a
are
â20 04 Taylor & Francis
... can be determined from Fig. 4. 6
using values of h
ef
/t
ef
and e
mk
/t. Figure 4. 6, used in EC6, is equivalent
to Fig. 4. 4, used in BS 5628, to obtain values of and ò r...
Architectural design and practice Phần 5 doc
... (DL)=1. 35
␥
f
(LL)=1 .5
Design vertical loading (Fig. 5. 16)
Loading from above (W
1
)=1. 35 1 05+ 1 .5 19=170.25kN/m
Load from left (W
2
)
dead load only=1. 35 4.1 =5. 535kN/m
imposed load =5. 5 35+ 1 .5 2.2=8.835kN/m
...
Design vertical loading (Fig. 5. 18)
Load from above=1. 35 21.1+1 .5 2.2=31.785kN/m
Self-weight of wall=1. 35 17=22.95kN/m
Total vertical design load W...
Architectural design and practice Phần 6 ppsx
... of design loads and are to
be compared with the design strengths of the material in compression
and shear. The design of the beam would be carried out in accordance
with the relevant code of practice.
8.2 ... introduced by Wood
for design purposes and M
p
is the effective plastic moment given by Z
σ
y
/
␥
ms
. For design purposes the design strength must be equal to or gr...
Architectural design and practice Phần 7 docx
...
In Figs 10.6 and 10 .7, f
v
=0.35(1+ 17. 5?), a/d=6 and
␥
mv
=2.0. For these
conditions it is apparent that shear strength will be a limiting factor for
steel ratios above 0.0 07 0.009 and 0.003–0.004 ... METHODS OF DESIGN
Design against progressive collapse could be introduced in two ways:
ã Design against the occurrence of accidental damage.
ã Allow accidental damage to occur...
Architectural design and practice Phần 8 docx
... forces of compression and tension must be
equal, hence
(11. 18)
â2004 Taylor & Francis
Design for axial load =80 0kN and
moment=50+31.3 =81 .3kNm
Assume that d
c
=300 mm and A
s1
=A
s2
=905 ...
G
k
=3.5ì21ì10.5+6ì4 .8 21ì10.5
+(12ì2.6ì4.25ì2 .85 +4ì2ì2.42ì4.25ì2 .85
+2ì21ì2.6ì2 .85 +21ì2ì2ì2.42ì2 .85 )ì7
=17643kN
12.5 WIND LOADING
12.5.1 General stability
To explain the...
Architectural design and practice Phần 9 ppsx
... floor
C
f
qA
e
ìh/2=1.1ì(12 69/ 10
3
)ì21ì3ì3/2=131.9kNm
ã 5th floor
1.1ì(12 69/ 10
3
)ì21ì6ì3=527.6kNm
ã 4th floor
(1.1ì12 69 21/10
3
) 9 9/ 2=1187.20kNm
ã 3rd floor
29. 313ì(12ì12/2)=2110.54kNm
ã 2nd floor
29. 313ì(15ì15/2)=3 297 .70kNm
â2004 ... idealized and replaced by a two-dimensional frame (Fig.
12.8) and analysed as discussed in Chapter 6 for wind loading.
12.7 DESIGN CALCULA...
Architectural design and practice Phần 10 pps
... outer cavity and corridor wall. The wall type A
(AD and BC in Fig. 12 .10) may be relieved of some of the design load,
hence no further check is required.
12 .10 APPENDIX: A TYPICAL DESIGN CALCULATION
FOR ...
The design wind velocity
where S
1
=S
3
=1.
Using ground roughness Category (3), Class A, and height of the
building=21m, therefore
Fig. 12 .10 Panel, simply supported...