Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
From inside the book
Results 1-3 of 17
Page 134
... Edge margin is defined as the distance from the edge of the timber to the center of the nearest bolt hole . For members loaded perpendicular to grain , edge margin nearest the edge toward which the load is acting shall be at least four ...
... Edge margin is defined as the distance from the edge of the timber to the center of the nearest bolt hole . For members loaded perpendicular to grain , edge margin nearest the edge toward which the load is acting shall be at least four ...
Page 163
... edge only and for a width not exceeding one - fourth of the shorter dimension of the panel may be reduced 25 per cent . 3. At a non - continuous edge negative moment reinforce- ment per unit width in amount at least as great as one ...
... edge only and for a width not exceeding one - fourth of the shorter dimension of the panel may be reduced 25 per cent . 3. At a non - continuous edge negative moment reinforce- ment per unit width in amount at least as great as one ...
Page 182
... edge of the wall . For footings under metallic bases , the critical section shall be assumed as halfway between the face of the column or pedestal and the edge of the metallic base . The bending moment at the critical section in a ...
... edge of the wall . For footings under metallic bases , the critical section shall be assumed as halfway between the face of the column or pedestal and the edge of the metallic base . The bending moment at the critical section in a ...
Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIIRequirements Based on Occupancy | 51 |
1 other sections not shown
Other editions - View all
Common terms and phrases
allowable unit approved asbestos bars beams bending bolts Building Inspector building or structure ceiling cent chimneys clay coat Code compression compression members compressive strength conform Cont'd designed diameter doors Douglas Fir dry standpipes Enclosure of Vertical exceed exit exterior walls Fire Zone fire-protected flange flat slab foot frame girders grade Group gypsum height Hollow horizontal incombustible materials joints joists least length less than one-hour live load located lumber masonry metal minimum mortar non-bearing Occupancy Separation one-half inch one-hour fire-resistive construction panel partitions permit piles pipe plaster plate portland cement pounds per square proscenium protected reinforced concrete rivets shear side six inches smoke pipe space span specified in Chapter specified in Section square feet square inch stair stairways Standard Specifications storage strength structural steel studs tensile stress thickness tile tion total band TYPES OF CONSTRUCTION unit stress vent Ventilation Vertical Openings width wood