Uniform Building CodePacific Coast Building Officials Conference, 1949 - Building laws |
From inside the book
Results 1-3 of 86
Page 91
... Table No. 24 - A . Mortar when applied shall have a flow after suction for one minute of not less than 70 per cent of that immediately before suction when determined by the method of the water retention test of U.B.C. Standard No. 24-16 ...
... Table No. 24 - A . Mortar when applied shall have a flow after suction for one minute of not less than 70 per cent of that immediately before suction when determined by the method of the water retention test of U.B.C. Standard No. 24-16 ...
Page 106
... Table No. 25 - A . When the duration of the full maximum load does not ex- ceed the following periods , the allowable unit stresses set forth in Table No. 25 - A may be increased as follows : 15 per cent for two months ' duration , as ...
... Table No. 25 - A . When the duration of the full maximum load does not ex- ceed the following periods , the allowable unit stresses set forth in Table No. 25 - A may be increased as follows : 15 per cent for two months ' duration , as ...
Page 110
... Table No. 25 - A ) . q = allowable compressive unit stress perpendicular to grain ( see Table No. 25 - A ) . = angle between the direction of the load and the direc- tion of the grain in degrees . Sec . 2508. ( a ) Design of Bolted ...
... Table No. 25 - A ) . q = allowable compressive unit stress perpendicular to grain ( see Table No. 25 - A ) . = angle between the direction of the load and the direc- tion of the grain in degrees . Sec . 2508. ( a ) Design of Bolted ...
Contents
Part IAdministrative | 19 |
CHAPTER | 25 |
Part IIIRequirements Based on Occupancy | 35 |
Copyright | |
42 other sections not shown
Other editions - View all
Common terms and phrases
allowable unit approved asbestos bars beams bolts Building Official building or structure ceiling cent Chimneys Code column combustible material compression compression members compressive strength conform connections Cont'd designed diameter dry standpipes enclosures exceed exit exterior walls fire doors Fire Zone fire-protected flange foot frame furnace girders grade Group gypsum height horizontal incombustible installed interior joints joists lath and plaster least less than one-hour live load located lumber maximum metal minimum mortar Occupancy Separation occupant load one-half inch one-hour fire-resistive construction partitions permitted piles pipe plate portland cement pounds per square proscenium reinforced concrete resistance rivets shear side six inches slab smoke pipe space span specified in Chapter specified in Section square feet square inch Stairs stairway standpipes structural steel studs Table tensile stress tests thickness twelve inches 12 twenty feet 20 Types of Construction U.B.C. Standard unit stress vent ventilation vertical openings width wood