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Page 140
... Em ES fa fo - fmd fs fy fy f ' m Fa effective cross - sectional area of compression reinforcement in a flexural member ... 29,000,000 psi . computed axial compressive stress due to design axial load . computed flexural stress in the ...
... Em ES fa fo - fmd fs fy fy f ' m Fa effective cross - sectional area of compression reinforcement in a flexural member ... 29,000,000 psi . computed axial compressive stress due to design axial load . computed flexural stress in the ...
Page 149
( b ) Specified Compressive Strength ( m ) . 1. General . The specified strength of masonry to establish allowable stresses shall be shown on the plans and specifications . The value of f'm shall be based upon either the provisions of ...
( b ) Specified Compressive Strength ( m ) . 1. General . The specified strength of masonry to establish allowable stresses shall be shown on the plans and specifications . The value of f'm shall be based upon either the provisions of ...
Page 367
C , = factor relating shear and torsional stress properties . bud Σχ2 ) bw d = distance from extreme compression ... Vf's = square root of specified compressive strength of concrete , psi . for = average splitting tensile strength of ...
C , = factor relating shear and torsional stress properties . bud Σχ2 ) bw d = distance from extreme compression ... Vf's = square root of specified compressive strength of concrete , psi . for = average splitting tensile strength of ...
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Contents
Part Definitions and Abbreviations | 17 |
Fireresistive Substitution | 33 |
Pedestrian Walkways | 34 |
Copyright | |
119 other sections not shown
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Common terms and phrases
accordance additional allowable applied approved axial bars beam bearing bending building official Chapter column combination comply compression compressive stress computed concrete conform connections considered construction continuous covered Decking determined direction distance Division edge effective elasticity elements equipment exceed EXCEPTION exit exterior walls face factor feet fiber fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group height horizontal hour inches increased inspection installed joints lateral least length less limited live load located masonry materials maximum modulus nails Occupancies one-hour openings panel parallel percent permitted placed portion protected ratio reinforcement resist roof rooms Section Select Structural separation shear side slab space span specified square steel storage story strength stress Structural Stud surface Table tension thickness Type U.B.C. Standard unit values vertical walls welds wide width wood