Uniform Building CodePacific Coast Building Officials Conference, 1949 - Building laws |
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Page 108
... 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 , inches R ...
... 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 , inches R ...
Page 142
... shearing stress in excess of 0.06f ' . is used , every such line shall be crossed by at least two such lines of web reinforcement . ( g ) Shearing Stress in Flat Slabs . In flat slabs , the shear- ing unit stress on a vertical section ...
... shearing stress in excess of 0.06f ' . is used , every such line shall be crossed by at least two such lines of web reinforcement . ( g ) Shearing Stress in Flat Slabs . In flat slabs , the shear- ing unit stress on a vertical section ...
Page 155
... Shear and Bond . The critical section for shear to be used as a measure of diagonal tension shall be assumed as a vertical section obtained by passing a series of vertical planes through the footing , each of which is parallel to a ...
... Shear and Bond . The critical section for shear to be used as a measure of diagonal tension shall be assumed as a vertical section obtained by passing a series of vertical planes through the footing , each of which is parallel to a ...
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