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I have the following Books for sale: 1- CERM 12th Ed. $110 2- NCEES PE Civil/Structural Sample Questions and Solutions $ 30 If you are interested please e-mail [email protected]

1- LEED Reference Guide for Green Building Design and Construction. 2009 Edition (Update 2010) $105 2- LEED Reference Guide for Green Building Design and Construction- Retail Supplement. $40 3- LEED AP Building Design + Construction Study Guide. $40 4- LEED Green Associate Study Guide. $40...

1-Practice problem for the civil engineering PE Exam, Michael Lindeburg, 11th Ed. $44.0 2- Civil Engineering Solved Problems, Michael Lindeburg, 5thEd. $49.00 3- Structural Depth Reference manual for the Civil PE Exam, Alan Williams, 1st Ed. $65.00 4- Six-Min Solutions for Civil PE...

I am in USA and I will be taking the National Professional National Examination in Canada. Does any body have good study materials for sale? Where can I find samples of this exam? Thanks

I am in USA and I will be taking the National Professional National Examination in Canada. Does any body have good study materials for sale? Where can I find samples of this exam? Thanks

I am in USA and I will be taking the National Professional National Examination in Canada. Does any body have good study materials for sale? Where can I find samples of this exam? Thanks

Study Materials for Sale 1-Practice problem for the civil engineering PE Exam, Michael Lindeburg, 11th Ed. $44.0 2- Civil Engineering Solved Problems, Michael Lindeburg, 5thEd. $49.00 3- Structural Depth Reference manual for the Civil PE Exam, Alan Williams, 1st Ed. $65.00 4- Six-Min...

I need to apply for California SE license. I have already passed all PE and SE-I, SE-II, and SE-III in WA State. I am licensed as SE in WA and IL states. I have 2 references, so I need one more. Is there anybody willing to help me?? I will be happy to send him my copy of some of the...

1-Practice problem for the civil engineering PE Exam, Michael Lindeburg, 11th Ed. $44.0 2- Civil Engineering Solved Problems, Michael Lindeburg, 5thEd. $49.00 3- Structural Depth Reference manual for the Civil PE Exam, Alan Williams, 1st Ed. $65.00 4- Six-Min Solutions for Civil...

If you need to determine the lateral force on the piles of a pile cap, do you consider Pile Cap selfweight to determine the seismic force on the piles? If Yes, is there any guide about that in any code? I got many different answers but no body has strong support for his opinion.

Does IBC 2009 refer to ACI 2005 or ACI 2008? and where in IBC? Thanks

1-Practice problem for the civil engineering PE Exam, Michael Lindeburg, 11th Ed. $44.0 2- Civil Engineering Solved Problems, Michael Lindeburg, 5thEd. $49.00 3- Structural Depth Reference manual for the Civil PE Exam, Alan Williams, 1st Ed. $65.00 4- Six-Min Solutions for Civil PE...

1-Practice problem for the civil engineering PE Exam, Michael Lindeburg, 11th Ed. $44.0 2- Civil Engineering Solved Problems, Michael Lindeburg, 5thEd. $49.00 3- Structural Depth Reference manual for the Civil PE Exam, Alan Williams, 1st Ed. $65.00 4- Six-Min Solutions for Civil PE Exam...

1-Practice problem for the civil engineering PE Exam, Michael Lindeburg, 11th Ed. $44.0 2- Civil Engineering Solved Problems, Michael Lindeburg, 5thEd. $49.00 3- Structural Depth Reference manual for the Civil PE Exam, Alan Williams, 1st Ed. $65.00 4- Six-Min Solutions for Civil PE Exam...

Preface Lately, I just got my SE-III exam results and it was good news. I am delighted because I passed all these exams (FE/EIT, PE Civil, SE-I, SE-II, SE-III, CA seismic, and CA surveying) first attempt except SE-III from second attempt because in the first time, I lost one of books luggage...

Preface Lately, I just got my SE-III exam results and it was good news. I am delighted because I passed all these exams (FE/EIT, PE Civil, SE-I, SE-II, SE-III, CA seismic, and CA surveying) first attempt except SE-III from second attempt because in the first time, I lost one of books luggage...

Preface Lately, I just got my SE-III exam results and it was good news. I am delighted because I passed all these exams (FE/EIT, PE Civil, SE-I, SE-II, SE-III, CA seismic, and CA surveying) first attempt except SE-III from second attempt because in the first time, I lost one of books luggage...

In the Seismic Part page 38 of 51 In the first column from the right in the table The delta is = V/K but the number (0.8585) shows that it is V/W and again the same thing in page 39 of 51. Is this an error??? In the seismic Part Sample Diaphragm Example in the page after page 25 of 51...

I am comparing between the design of Column splice for SCBF and SMF. 1- Nominal Flexural Strength For SCBF, AISC 341 page 3-163 Nominal Flexural Strength was determine using Table 6-1 and from Mn = 8/9bx phi For SMF, AISC 341 page 4-75 Mpc was determined as Mpc = Fy * Zx Any Explanation...

Do we have to use the over strength factor "omega node" to design the columns in OCBF if Pu/Phi-c Ptn > 0.4? or this condition is not applicable to OCBF? Is there any part in AISC 341 mentioned anything about this?