Uniform Building CodePacific Coast Building Officials Conference, 1949 - Building laws |
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Page 108
... horizontal shear in beams and other members in flexure shall be com- puted by use of the following formula : 3 R H = 2 bh Columns WHERE Hmaximum unit horizontal shear , pounds per square inch breadth of beam , inches b h height of beam ...
... horizontal shear in beams and other members in flexure shall be com- puted by use of the following formula : 3 R H = 2 bh Columns WHERE Hmaximum unit horizontal shear , pounds per square inch breadth of beam , inches b h height of beam ...
Page 200
... horizontal exit is a horizontal passageway or ramp into another building or into another section of the same building through an " Ordinary Occupancy Separation . " ( b ) Used as a Required Exit . If conforming to the pro- visions of ...
... horizontal exit is a horizontal passageway or ramp into another building or into another section of the same building through an " Ordinary Occupancy Separation . " ( b ) Used as a Required Exit . If conforming to the pro- visions of ...
Page 259
... horizontal bracing , N shall be only the number of stories contributing loads . concrete shall be twelve inches by twelve inches ( 12 ′′ x12 ′′ ) and shall be reinforced with not less than the minimum rein- forcement specified in ...
... horizontal bracing , N shall be only the number of stories contributing loads . concrete shall be twelve inches by twelve inches ( 12 ′′ x12 ′′ ) and shall be reinforced with not less than the minimum rein- forcement specified in ...
Contents
Part IAdministrative | 19 |
CHAPTER 3 | 25 |
Part IIIRequirements Based on Occupancy | 35 |
Copyright | |
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Common terms and phrases
angles approved axial bars beams bearing bending bolts Building Official building or structure ceiling cement cent Chimneys Code column combustible compression compression members compressive strength compressive stress connections Cont'd designed diameter distance Douglas fir dry standpipes enclosures exceed exit exterior walls fiber fire doors Fire Zone flange foot framing girders grade grain Group gypsum height horizontal incombustible materials installed interior joints joists lath least length less than one-hour live load located lumber maximum metal minimum mortar nails occupant load one-half inch one-hour fire-resistive construction partitions piles pipe plaster plate portland cement pounds per square proscenium protected reinforced concrete resistance rivets shear side six inches slab space span specified in Chapter specified in Section splices square feet square inch stairway standpipes strength structural steel studs Subsection surface Table tensile stress thickness twenty feet 20 U.B.C. Standard vent ventilation welded width wire wood