Uniform Building CodePacific Coast Building Officials Conference, 1949 - Building laws |
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Page 163
... Plate Girder Webs . Plate girder webs shall have a thickness of not less than 1/170 of the unsupported distance between flanges . ( c ) Web Splices in Plate Girders . Web splices in plate girders shall be proportioned to transmit the ...
... Plate Girder Webs . Plate girder webs shall have a thickness of not less than 1/170 of the unsupported distance between flanges . ( c ) Web Splices in Plate Girders . Web splices in plate girders shall be proportioned to transmit the ...
Page 168
... plate or shape , or 20 times the thinnest enclosed plate or shape with a maximum of twelve inches ( 12 " ) ; and at right angles to the direction of stress the distance between lines of rivets shall not exceed 32 times the thinnest plate ...
... plate or shape , or 20 times the thinnest enclosed plate or shape with a maximum of twelve inches ( 12 " ) ; and at right angles to the direction of stress the distance between lines of rivets shall not exceed 32 times the thinnest plate ...
Page 173
... plate or steel member shall be provided on top of the lower story studs or a sill plate on the upper story . Such cap plate or sill plate shall be of sufficient strength to distribute adequately the loads from the upper story studs to ...
... plate or steel member shall be provided on top of the lower story studs or a sill plate on the upper story . Such cap plate or sill plate shall be of sufficient strength to distribute adequately the loads from the upper story studs to ...
Contents
Part IAdministrative | 19 |
CHAPTER 3 | 25 |
Part IIIRequirements Based on Occupancy | 35 |
Copyright | |
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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