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in which Q = Qi is the total load. The factor of safety is commonly de ned as the ratio of the resistance of the structure to the sum of the loads acting on the structure. The factor of safety of Equation (18.2) can be thought of as either a variable or a constant. As a variable, the factor of safety re ects uncertainty in both resistance and load. As a constant, the factor of safety re ects a target value for the ratio of predicted resistances and predicted loads. In practice, the factor of safety depends mostly on the level of control that is used in design and construction phases, and thus on resistances. As a result, traditionally, the factor of safety is considered to apply to the resistance side of Equation (18.1), in that uncertainties in material strength are the largest uncertainties affecting geotechnical design. As an example of ASD, AASHTO (1998) recommends factors of safety for pile foundations re ecting different levels of control in the prediction of ultimate resistance. When a more reliable and consistent level of construction control is used, a smaller factor of safety can be used, leading to a less expensive design. Because uncertainty is involved in both the resistance and the loads, it is important to distinguish the two ways referred to above in which the factor of safety is sometimes de ned. The rst is the central factor of safety FS = E[R] E[Q] (18.3)

While they may not be speci c, they will probably be able to give you a ballpark gure of the minimum spend for a successful campaign Just sit down and work out.

; s2 = :

8

in which E[R] is the expected value of total resistance and E[Q] is the expected value of total loads; and the second is the nominal factor of safety, which is the de nition more common in traditional practice FS = Rk E[R] kR R = Qk E[Q] + kQ Q (18.4)

00402E9F 00402EA2 00402EA3 00402EA4 00402EA9 00402EAC 00402EAE 00402EB1 00402EB3 00402EB5 00402EB7 00402EBC 00402EBF 00402EC6 00402EC8 00402ECA MOV EAX,DWORD PTR SS:[EBP+8] INC EAX PUSH EAX CALL <JMP.&CRTDLL.strstr> ADD ESP,8 MOV EDX,EAX ADD EDX,2 MOV ESI,EDX JNZ SHORT ZoneLock.00402EBC XOR EAX,EAX JMP ZoneLock.00403011 MOVSX EAX,BYTE PTR DS:[ESI] MOVSX EDX,BYTE PTR DS:[4050C5] CMP EAX,EDX JE SHORT ZoneLock.00402ED1 XOR EAX,EAX ; ; ; s1 ; strstr

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in which Rk and Qk are the nominal values of resistance and load, respectively; R , Q are the standard deviations; and kR , kQ are constants. In the present discussion, unless otherwise speci ed, factor of safety refers to the central meaning of Equation (18.3). Serviceability limit states for working stress design typically apply to deformation criteria. Following the example of pile design, in addition to the predicted axial geotechnical and structural capacity of a pile, the design of driven piles evaluates pile de ections and compares them with deformation criteria using the following: i n (18.5)

After confirming that the command string is actually PRIVMSG, the program skips the colon character that denotes the beginning of the message (in the strstr call), and proceeds to compare the first character of the actual message with a character from 004050C5. When you look at that memory address in the debugger, you can see that it appears to contain a hard-coded exclamation mark (!) character. If the first character is not an exclamation mark, the program exits the function and goes back to wait for the next server transmission. So, it looks as if backdoor commands start with an exclamation mark. The next code sequence appears to perform another kind of check on your private messages. Let s take a look.

21

00402EED 00402EEF 00402EF2 00402EF3 00402EF6 00402EFD 00402EFE 00402F03 00402F06 00402F08 00402F0A 00402F0C 00402F0D 00402F0E 00402F11 XOR EDI,EDI LEA EAX,DWORD PTR SS:[EBP-60] PUSH EAX IMUL EAX,EDI,50 LEA EAX,DWORD PTR DS:[EAX+4051C5] PUSH EAX CALL <JMP.&CRTDLL.strcmp> ADD ESP,8 OR EAX,EAX JNZ SHORT ZoneLock.00402F0D XOR EBX,EBX INC EBX INC EDI CMP EDI,3 JLE SHORT ZoneLock.00402EEF

where i is the estimated displacement; and n is the tolerable displacement established by designer, and tolerable displacement depends on the type of structure (e.g. serviceable of bridge foundations depend on the type of supports used for the superstructure as well as the superstructure design itself).

The preceding sequence is important: It compares a string from [EBP-60], which is the nickname of the user who s sending the current private message (essentially the attacker) with a string from a global variable. It also looks as if this is an array of strings, each element being up to 0x50 (80 in decimal)

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