Permissible stress design

Results: 49



#Item
21AMERICAN FOREST & PAPER ASSOCIATION American Wood Council Engineered and Traditional Wood Products March[removed]ADDENDUM

AMERICAN FOREST & PAPER ASSOCIATION American Wood Council Engineered and Traditional Wood Products March[removed]ADDENDUM

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Source URL: www.awc.org

Language: English - Date: 2003-04-09 10:48:00
222005 EDITION  ASD/LRFD MANUAL MANUAL FOR ENGINEERED

2005 EDITION ASD/LRFD MANUAL MANUAL FOR ENGINEERED

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Source URL: www.awc.org

Language: English - Date: 2013-05-31 16:44:16
23Connectors for Cold-Formed Steel Curtain-Wall Construction Code Listed: IAPMO ES ER-238

Connectors for Cold-Formed Steel Curtain-Wall Construction Code Listed: IAPMO ES ER-238

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Source URL: www.strongtie.com

Language: English - Date: 2014-09-03 20:07:51
24SECTION 10: FOUNDATIONS CALIFORNIA AMENDMENTS TO AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS – FOURTH EDITION 10-27A[removed]General

SECTION 10: FOUNDATIONS CALIFORNIA AMENDMENTS TO AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS – FOURTH EDITION 10-27A[removed]General

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Source URL: www.dot.ca.gov

Language: English - Date: 2012-05-18 13:21:31
25SECTION 10: FOUNDATIONS CALIFORNIA AMENDMENTS TO AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS – FOURTH EDITION 10-27A[removed]General

SECTION 10: FOUNDATIONS CALIFORNIA AMENDMENTS TO AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS – FOURTH EDITION 10-27A[removed]General

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Source URL: www.dot.ca.gov

Language: English - Date: 2012-05-18 13:21:31
26Microsoft Word - SEI[removed]Design and Load Rating Methodology.doc

Microsoft Word - SEI[removed]Design and Load Rating Methodology.doc

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Source URL: vtransengineering.vermont.gov

Language: English - Date: 2012-08-21 15:28:58
27SECTION 10: FOUNDATIONS CALIFORNIA AMENDMENTS TO AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS – THIRD EDITION W/INTERIMS THRU[removed]29A-32A  10.5

SECTION 10: FOUNDATIONS CALIFORNIA AMENDMENTS TO AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS – THIRD EDITION W/INTERIMS THRU[removed]29A-32A 10.5

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Source URL: www.dot.ca.gov

Language: English - Date: 2012-05-18 13:21:43
28Based on SPIB Grading Rules and AWC National Design Specification ® SOUTHERN PINE ADJUSTMENT FACTORS  Reference design values are for normal load duration under the moisture service conditions specified. Because the str

Based on SPIB Grading Rules and AWC National Design Specification ® SOUTHERN PINE ADJUSTMENT FACTORS Reference design values are for normal load duration under the moisture service conditions specified. Because the str

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Source URL: www.southernpine.com

Language: English - Date: 2013-11-25 10:18:01
29SECTION 11: ABUTMENTS, PIERS, AND WALLS CALIFORNIA AMENDMENTS TO AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS – FOURTH EDITION 11-6A[removed]General

SECTION 11: ABUTMENTS, PIERS, AND WALLS CALIFORNIA AMENDMENTS TO AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS – FOURTH EDITION 11-6A[removed]General

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Source URL: www.dot.ca.gov

Language: English - Date: 2012-05-18 13:21:34
30Based on SPIB Grading Rules and AWC National Design Specification ® Values in pounds per square inch (psi) SOUTHERN PINE REFERENCE DESIGN VALUES Table 3 Timbers – 5˝ x 5˝ and larger

Based on SPIB Grading Rules and AWC National Design Specification ® Values in pounds per square inch (psi) SOUTHERN PINE REFERENCE DESIGN VALUES Table 3 Timbers – 5˝ x 5˝ and larger

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Source URL: www.southernpine.com

Language: English - Date: 2013-11-25 10:18:05