Krauthammer, T., “Modern Protective Structures,” CRC Press, 2008

Preview:

Citation preview

Krauthammer, T., “Modern Protective Structures,” CRC Press, 2008

ERRATA

Chapter 2, pages 53 -

The first equation has no number, and the second equations starts with (2-1). Need tonumber the first equation, and to renumber all others, accordingly.

Page 53, Current Equation 2.1

c h n s o 2 2 2 2 2C H N S O + {c + h/4 + o/4 + s}O Y c CO + (h/2) H O + (n/2) N + s SO + Q (2-1)

Should be

c h n s o 2 2 2 2 2C H N S O + {c + h/4 - o/2 + s}O Y c CO + (h/2) H O + (n/2) N + s SO + Q (2-1)

Page 71, Figure 3-4

The nomenclature for the different curves should be corrected, as shown below.

1

Page 73, Figure 3-7

The nomenclature for the different curves should be corrected, as shown below.

2

Page 82, Equation 3.9

0Current: C = (ãgRT)I

0Should be: C = (ãgRT)½

Page 83, Figure 3.18

In the labels of the two vertical axes change HDB to HOB

Page 85, Figure 3.21

f iOn horizontal axis change t (t sub f) to t (t sub i)

Page 88, Figure 3.24

Current title: Figure 3.24 Peak dynamic pressure as function of scaled height of burst and scaledground ranges from 0 to 25,000 ft/kt (ASCE, 1985)1/3

Should be: Figure 3.24 Peak dynamic pressure as function of scaled height of burst and scaledground ranges from 0 to 2,500 ft/kt (ASCE, 1985)1/3

Page 89, Figure 3.26

Current title: Figure 3.26 Peak dynamic pressure as function of scaled height of burst and scaledground ranges from 0 to 25,000 ft/kt (ASCE, 1985)1/3

Should be: Figure 3.26 Peak dynamic pressure as function of scaled height of burst and scaledground ranges from 0 to 2,500 ft/kt (ASCE, 1985)1/3

Page 90, Figure 3.28

f iLabel for upper most curve, change t’ (t’ sub f) to t’ (t’ sub i)

Page 101, Figure 3.37

Current legend of horizontal axis: SCALED PLATE THICKNESS, E/D

Change to: Scaled Plate Thickness, e/d

Also,

3

Current legend of vertical axis: 2W/d^3*VI^2, LB/IN^3*(FT/SEC)^2

T lChange to: (2W /d^3)*V ^2, in (lb/in.^3)*(ft/sec)^2

or

Page 102, Figure 3.38

Current legend of horizontal axis: SCALED PLATE THICKNESS, e/d

Change to: Scaled Plate Thickness, e/d

Current legend of vertical axis: 2W/d^3*VI^2, LB/IN^3*(FT/SEC)^2

T lChange to: (2W /d^3)*V ^2, in (lb/in.^3)*(ft/sec)^2

or

Page 116, line below the second equation:

Current text: “The velocity doubles upon transmission”

Change to: “The stress doubles upon transmission”

Page 130, Eq. 3.92:

Change to:

(3.92)

4

Page 135, Eq. 3.100:

Correct the first line:

0 0 2 1 K = (cosè - K )/(cosè + K ) for 1 - [(c /c ) sin è] > 12 2

(3.100) K = 1 otherwise

Page 136, Eq. 3.101:

0 1 1 2 2 2 1Change Eq. 3.101 to: K = (ñ c /ñ c ){1 - [(c /c ) sin è]} (3-101)2 2 0.5

Page 157, Fig. 3.81:

Replace figure with this one:

5

Page 159 Eq. 3.126a:

Insert “#” between X and 1.4, as follows:

ffor X # 1.4 W (3.126a)1/3

Page 173, Table 4.1

Remove (-) signs from Drag coefficient column

Peak dynamicpressure

(psi)

Dragcoefficient

0-2525-50

50-130

0.400.300.20

Page 171, Fig. 4.2

t cOn horizontal axis: t should be t

Page 190, Fig. 4.22

t cOn horizontal axis: t should be t

Page 228, Eq. (5.37)

c bCurrent: x = 900/[2.86(f’ /d ) ] (5-37)o

c bShould be: x = 900/[2.86(f’ /d ) ] (5-37)½

Page 231, Equation 5.39

Nc t 0Current: ó = (Bf )/[1 + (D/D )] I

Nc t 0Should be: ó = (Bf )/[1 + (D/D )] (5-39)½

6

Page 229, Figure 5.26

Need to correct legends of the shown axes, as follows:

u ? u flVertical: Change M /M to M /M

Diagonal: Change ? To ñ (Greek letter Ro)

Page 249, Step 4:

Replace:

With:

7

Pages 277 through 287, Tables 6.2 through 6.5

Missing graphic features in the tables, and fix typos, as shown next.

8

Table 6.2 SDOF Parameters for Simply Supported Beams

Table 6.3 SDOF Parameters for Fixed Beams

9

Current Table title: Table 6.4 SDOF Parameters for Fixed Boundary Beams

Change to: Table 6.4 SDOF Parameters for Mixed Boundary Beams

10

Table 6.5 SDOF Parameters for Simply Supported Slabs

11

Table 6.6 SDOF Parameters for Fixed Slabs

12

Table 6.7 SDOF Parameters for Fixed One-Way Slabs: Short Edges Fixed and LongEdges simply Supported

13

Table 6.8 SDOF Parameters for Fixed One-Way Slabs: Long Edges Fixed and ShortEdges simply Supported

14

Page 323 Figure 7.26, bottom cell of right column

Current: (0.94)E WHERE ? IS

Change to: (0.94) WHERE n ISn

Page 333, Eq. 8.5:

Current version:

Correct to:

Page 397 Fig. 9.10

Top figure entitled ROOF PLAN: Item on the side

Current version: W12X1?FOR ALLROFF BEAMS

Should be: W12X14FOR ALLROOF BEAMS

Bottom figure entitled FLOOR PLAN: Two items in the figure marked by ?

1. Within the two horizontal lines: “?” Should be: “Elevator Opening”2. In the area marked by X: “?” should be: “Stair Opening”

15

Recommended