Library
Errata for FEMA 350
Section  Page  Correction 

2.13.1  226  Reference to Section 3.3.2.4 should instead be to Section 3.3.2.5. 
3.3.2.5  316  Reference to "20ftlb. at 20^{o}F" in first line should instead be to "20ftlb. at 0^{o}F" 
3.5.1  327  Table 32, Beam/Column Relations: 1^{st} line should
read as follows: Panel Zone Strength No Requirement (OMF) 
3.5.2  330  Table 33. Beam/Column Relations: 2^{nd} line should
read as follows: Column/beam bending strength: SMF: Section 2.9.1 
3.5.4  335  Table 35. Beam/Column/Flange Plate (FP) Relations,
should read as follows: Panel Zone Strength SMF: Section 3.3.3.2 Column/beam bending strength ratio SMF: Section 2.9.1 
3.5.4.1  338  Step 6 should read: Determine the required panel zone thickness according to the methods of Section 3.3.3.2. For purposes of this calculation, substitute d_{b}+ (t_{plt} + t_{plb}) for d_{b} and the quantity for d_{b}  t_{fb} 
3.5.5  340  Table 36. Beam/Column Relations: 2^{nd} line
should read as follows: Column/beam bending strength: SMF: Section 2.9.1 
3.5.5.1  341  Step 2, Item d, should read: If M_{f} < R_{y}Z_{b}F_{y} the design is acceptable. If M_{f} is greater than the limit, increase c. The value of c should not exceed 0.25b_{f}. 
3.6.1  343  Replace Figure 313 with: 
344  Table 38. Beam/Column Relations: 1^{st} and 2^{nd}
lines should read: Panel zone strength: SMF: Sec. 3.3.3.2, Sec. 3.6.1.1 Step 9 Column/beam bending strength ratio: SMF: Sec. 2.9.1 

3.6.1.1  345  In Step 1, the reference to Section 3.2.7 should instead
be to Section 3.2.6. Step 2 should read: Select end plate bolt size by solving Equation 318 for T_{ub} and selecting bolt type and A_{bolt} as required: M_{f} < 2T_{ub} (d_{o} + d_{i}) (318) where: T_{ub}_{ }= 90A_{bolt} for A325 bolts = 113A_{bolt} for A490 bolts and d_{o} and d_{i} are as defined in Figure 314 
347  Equation 329 should read: and the sentence beneath Equation 329 should read: If t_{fc} is less than the calculated value, a column with a thicker flange must be selected. 

348  Figure 314 should appear as: 

3.6.2  349  Replace Figure 315 with: 
350  Table 39. Critical Beam Parameters. Flange Thickness up
to 1" Table 39. Beam/Column Relations. 1^{st} and 2^{nd} lines should read: Panel zone strength: SMF Sec. 3.6.2.1 Step 8. Column/beam bending strength ratio: SMF: Sec. 2.9.1 

3.6.2.1  351  Step 2, reference to Equation 332 should be to Equation
331. Sentence below Equation 332 should read: Where T_{b} is the minimum bolt pretension per Table J3.1 of AISCLRFD and F_{fu} is as defined in Equation 336. 
352  Step 6 should read "Check column web ..."  
353  Replace Figure 316 with: 

3.6.3  355  Table 310. Critical Beam Column Relations: 1^{st}
and 2^{nd} lines should read: Panel zone strength: SMF: Sec. 3.6.3.1, Step 3 Column/beam bending strength ratio SMF: Sec. 2.9.1 
3.6.3.1  358  Equation 347 should read: M_{fail} = F_{u}  b(Z_{b}  2(d_{bt} + 0.062)t_{fb}(d_{b}  t_{fb}))L_{TF3} 
3.7.1  362  Table 312. Critical Beam Column Relations. 1^{st}
and 2^{nd} lines should read: Panel zone strength: SMF: Sec. 3.7.1.2, Step 3 Column/beam bending strength ratio SMF: Sec. 2.9.1 
3.7.1.2  364  Figure 321 should appear as: 
366  Step 6: reference to Figure 22 should be to Figure 322. Equation 361 should read: Equation 364 should read: 

367  Equation 365 should read: M_{fail} = (F_{ubm}(Z_{b}  2(d_{bt} + 0.062)t_{fb}(d_{b}  t_{fb})))L_{TF3} 

Appendix A  A6  Equation A3 should read: 
Errata for FEMA 353
Section  Page  Correction 

Table of Contents  vii  Last word in section title should be plural as: "Procedures" 
Part 1 Sec. 5.1.3  Part I: 51  Reference to "AWS Sample 3" should instead be to: "AWS C4.177, Sample 4" 
Part 1 Appendix A Test Specimens  Part I: A2  First line of section should read: Two test plates, one for each heat input level, shall be used and 5 CVN test specimens shall be made per plate. Ref. to AWS A5.2989R should be to AWS A5.2998. 
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