California Building Code, Volume 2, Part 2 |
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Page 243
of Structural I A-C, C-C All Interior Grades with INCLUDING (Use Group I
Stresses) Exterior Glue C-D SHEATHING SPECIES! Wet? | Dryo Wet? | Dry? Dry
? STRESS anov, & FACE × 0.00689 for N/mm2 1. Extreme fiber stress in bending
(Fi,) ...
of Structural I A-C, C-C All Interior Grades with INCLUDING (Use Group I
Stresses) Exterior Glue C-D SHEATHING SPECIES! Wet? | Dryo Wet? | Dry? Dry
? STRESS anov, & FACE × 0.00689 for N/mm2 1. Extreme fiber stress in bending
(Fi,) ...
Page 244
... IST ST_10_II*_I_12_|13 || 1 || 15 I is Visually Graded Western Species The
following four combinations are not balanced and ... V12 AC/AC 560 560 190 15
1,200 470 165 80 1.4 900 1500 1.4 The following two combinations are intended
for ...
... IST ST_10_II*_I_12_|13 || 1 || 15 I is Visually Graded Western Species The
following four combinations are not balanced and ... V12 AC/AC 560 560 190 15
1,200 470 165 80 1.4 900 1500 1.4 The following two combinations are intended
for ...
Page 247
To To I so I of TE TIE THE TE The following combination is intended for straight or
slightly cambered members for dry use ... *The symbols used for species are AC
= Alaska cedar, DF = Douglas fir-larch, DFS = Douglas fir south, HF = hem-fir, ...
To To I so I of TE TIE THE TE The following combination is intended for straight or
slightly cambered members for dry use ... *The symbols used for species are AC
= Alaska cedar, DF = Douglas fir-larch, DFS = Douglas fir south, HF = hem-fir, ...
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Contents
Section 1642B | 1 |
Earthquake Design | 8 |
Division IIIR Earthquake Evaluation and Design | 37 |
Copyright | |
2 other sections not shown
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Common terms and phrases
1998 CALIFORNIA BUILDING accordance with Section allowable stress analysis anchorage apply approved ASTM axial load bars beam bending bracing calculated CALIFORNIA BUILDING CODE column compression members compressive strength computed concrete conform construction dead load deflection deformed depth design values determined diameter diaphragm displacement ductile earthquake edge effects elasticity elements enforcement agency exceed face factor flange flexural members foot Formula frame grade grain greater grout isolation system joints joists laminations lateral forces less live load lumber materials maximum ment minimum modulus modulus of elasticity nails nominal Nonbuilding structures OSHPD panel parallel percent perpendicular pounds per square prestressed ratio requirements of Section resist roof seismic forces Seismic Zones Select structural shear reinforcement shear strength shear stress shear walls sheathing shotcrete slab spacing span steel studs Table tendons tensile tension thickness tion torsional UBC Standard vertical welded width wire wood WWPA yield strength
Bibliographic information
| Title | California Building Code, Volume 2, Part 2 |
| Author | California |
| Contributors | California Building Standards Commission, International Conference of Building Officials |
| Publisher | International Conference of Building Officials, 1998 |
| Original from | University of California, Berkeley |
| Digitized | 9 Jul 2018 |
| Export Citation | BiBTeX EndNote RefMan |