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Page 140
A ' , = effective cross - sectional area of compression reinforcement in a flexural
member . effective width of rectangular ... 000 , 000 psi . computed axial
compressive stress due to design axial load . computed flexural stress in the
extreme fiber ...
A ' , = effective cross - sectional area of compression reinforcement in a flexural
member . effective width of rectangular ... 000 , 000 psi . computed axial
compressive stress due to design axial load . computed flexural stress in the
extreme fiber ...
Page 149
Stresses in clay or concrete masonry under service loads shall not exceed the
values given in this section . ( b ) Specified ... Failure stress equals the ultimate
compressive load carried by the prism divided by its gross area in square inches .
Stresses in clay or concrete masonry under service loads shall not exceed the
values given in this section . ( b ) Specified ... Failure stress equals the ultimate
compressive load carried by the prism divided by its gross area in square inches .
Page 367
bod Exay d = distance from extreme compression fiber to centroid of longitudinal
tension reinforcement , but need not be ... In a composite member , for is resultant
compressive stress at centroid of composite section , or at junction of web and ...
bod Exay d = distance from extreme compression fiber to centroid of longitudinal
tension reinforcement , but need not be ... In a composite member , for is resultant
compressive stress at centroid of composite section , or at junction of web and ...
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Contents
Requirements for Group A Occupancies | 43 |
Requirements for Group E Occupancies | 54 |
Requirements for Group M Occupancies | 69 |
Copyright | |
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Common terms and phrases
accordance additional allowable applied approved assembly axial bars beam bearing bending building official Chapter column combination compression compressive stress computed concrete conform connections considered construction continuous covered Decking depth determined diameter direction distance Division doors edge effective elasticity elements equal exceed EXCEPTION exit exterior face factor feet fiber fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group grout height horizontal inches installed joints lateral least length less limited live load located lumber masonry materials maximum modulus nails Occupancies openings panel parallel percent permitted placed portion pounds protected ratio reinforcement resist roof rooms Section Select Structural separation shear sheathing side slab space span specified square steel story strength stress Structural studs surface Table tension thickness Type U.B.C. Standard unit values vertical walls welds wide width wire wood