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Keep in mind that in most real programs you d have to come up with a better idea for where to place your breakpoint, because simply stepping through the program is going to be an unreasonably tedious task You can start by placing a breakpoint at the end of the key-generation function, on address 00402416 Once you reach that address, you can step back into the calling function and step through several irrelevant code sequences, including a call into a function that apparently performs the actual opening of the archive and ends up calling into 004011C0, which is the function analyzed in Listing 63 The next function call goes into 004019F0, and (based on a quick look at it) appears to be what we re looking for Listing 66 lists the OllyDbg-generated disassembly for this function..

004019F0 004019F3 004019F4 004019F5 004019F6 004019FA 004019FC 004019FD 004019FE 004019FF 00401A00 00401A06 SUB ESP,8 PUSH EBX PUSH EBP PUSH ESI MOV ESI,SS:[ESP+18] XOR EBX,EBX PUSH EBX ; Origin => FILE_BEGIN PUSH EBX ; pOffsetHi => NULL PUSH EBX ; OffsetLo => 0 PUSH ESI ; hFile CALL DS:[<&KERNEL32.SetFilePointer>] PUSH EBX ; pOverlapped => NULL

calibrating the LRFD method to existing practice leads to a design much the same as that obtained using ASD.

Listing 6.6 Disassembly of function that lists all files within a Cryptex archive. (continued)

Having gathered all of this information, I realized that it would be a waste to not properly summarize it. This is an interesting program that reveals much about how modern-day malware works. The following table provides a listing of the supported commands I was able to find in the program along with their descriptions.

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The resistance factor chosen for a particular limit state must take into account (i) the variability of the soil and rock properties, (ii) the reliability of the equations used for predicting resistance, (iii) the quality of the construction workmanship, (iv) the extent of soil exploration (little versus extensive), and (v) the consequences of failure. Replacing the ultimate or nominal resistance Rn in Equation (18.6) by E[R]/ R (the product of the expected value of resistance E[R] and the statistical bias in the resistance R ) and ignoring the correction terms leads to a resistance factor that satis es the inequality i Qi (18.11) R ( R /E[R]) For the case in which R and Q are each logNormally distributed and probabilistically independent (an assumption often made in LRFD codes for geotechnical design), setting Equation (18.11) to an equality produces a simple relationship between resistance factor and the uncertainties in resistance and loads as expressed in coef cients of variation. For logNormal variables, it is convenient to de ne the limiting condition on the safety margin involving the logarithms, lnR lnQ, such that g(R, Q) = ln R ln Q = 0 (18.12)

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Table 8.1 List of Supported Commands in the Trojan/Backdoor.Hacarmy.D Program. DESCRIPTION Instructs the program to self-destruct by removing its Autorun registry entry and deleting its executable. Initializes a SOCKS4 server Port number to open. thread on the specified port. This essentially turns the infected system into a proxy server. Lists the currently active server threads. ARGUMENTS

Then the reliability index is the number of standard deviations of the derived random variable (lnR lnQ) separating its mean value from the limiting state or failure condition of 0 E[ln R] E[ln Q] (18.13) = Var[ln R ln Q] That standard deviation is related to the marginal standard deviations by the sum of variances Var[ln R ln Q] = Var[ln R] + Var[ln Q] (18.14) Recall from Appendix A that the rst two moments of a logNormal variable can be simply related to the rst two moments of the logarithms of the variable by E[R] E[ln R] = ln 1+ 2 R Var[ln R] = ln(1 +

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