Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 121
between the centroid of the tensile reinforcement and the compression face of a
slab or beam . Effective Area of Reinforcement — The area obtained by
multiplying the right cross - sectional area of the metal reinforcement by the
cosine of the ...
between the centroid of the tensile reinforcement and the compression face of a
slab or beam . Effective Area of Reinforcement — The area obtained by
multiplying the right cross - sectional area of the metal reinforcement by the
cosine of the ...
Page 140
Where the value of the shearing unit stress computed by formula ( 5 ) exceeds
the shearing unit stress ( vo ) permitted on the concrete of an un reinforced web (
see Section 2613 ) , web reinforcement shall be provided to carry the excess .
Where the value of the shearing unit stress computed by formula ( 5 ) exceeds
the shearing unit stress ( vo ) permitted on the concrete of an un reinforced web (
see Section 2613 ) , web reinforcement shall be provided to carry the excess .
Page 142
Bond and Anchorage Sec . 2618 . ( a ) Computation of Bond Stress in Beams . In
flexural members in which the tensile reinforcement is parallel to the
compression face , the bond stress at any cross section shall be computed by
formula ( 9 ) .
Bond and Anchorage Sec . 2618 . ( a ) Computation of Bond Stress in Beams . In
flexural members in which the tensile reinforcement is parallel to the
compression face , the bond stress at any cross section shall be computed by
formula ( 9 ) .
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Contents
Page | 11 |
FireProtection of Structural Members 2210 Floor Construction | 12 |
Special Hazards | 13 |
Copyright | |
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Common terms and phrases
adjacent allowable applied approved bars beams bearing bending bolts Building Official building or structure carry ceiling cement cent Chapter Class coat Code column compression concrete conform connections construction covering Definition designed diameter direction distance doors edge enclosures exceed exit extend exterior walls face feet fire fire-resistive construction floor foot foundation four frame grade Group gypsum height horizontal inches installed interior joints joists lath least length less load located masonry materials metal occupancy one-half openings panel partitions permit piles pipe placed plaster plate portion pounds protected reinforcement resistance rivets roof Separation shear side slab solid space span Special specified specified in Section square inch Standard steel story strength stress strip structural surface Table tests thickness tion Type unit values vent Ventilation vertical walls width wire wood