Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 150
For purposes of determining the limiting dimensions of columns , the
unsupported length of reinforced concrete columns shall be taken as the clear
distance between floor slabs . Exceptions : 1 . In flat slab construction , it shall be
the clear ...
For purposes of determining the limiting dimensions of columns , the
unsupported length of reinforced concrete columns shall be taken as the clear
distance between floor slabs . Exceptions : 1 . In flat slab construction , it shall be
the clear ...
Page 171
The minimum distance between centers of rivet holes shall be three diameters of
the rivet ; but the distance shall be not less than that specified in Table No . 27 - B
. The maximum pitch in the line of stress of compression members composed of ...
The minimum distance between centers of rivet holes shall be three diameters of
the rivet ; but the distance shall be not less than that specified in Table No . 27 - B
. The maximum pitch in the line of stress of compression members composed of ...
Page 173
In main members carrying calculated stresses the end tie plates shall have a
length of not less than the distance between the lines of rivets connecting them to
the flanges , and intermediate ones of not less than one - half of this distance .
In main members carrying calculated stresses the end tie plates shall have a
length of not less than the distance between the lines of rivets connecting them to
the flanges , and intermediate ones of not less than one - half of this distance .
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Contents
Page | 11 |
FireProtection of Structural Members 2210 Floor Construction | 12 |
Special Hazards | 13 |
Copyright | |
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Common terms and phrases
adjacent allowable applied approved bars beams bearing bending bolts Building Official building or structure carry ceiling cement cent Chapter Class coat Code column compression concrete conform connections construction covering Definition designed diameter direction distance doors edge enclosures exceed exit extend exterior walls face feet fire fire-resistive construction floor foot foundation four frame grade Group gypsum height horizontal inches installed interior joints joists lath least length less load located masonry materials metal occupancy one-half openings panel partitions permit piles pipe placed plaster plate portion pounds protected reinforcement resistance rivets roof Separation shear side slab solid space span Special specified specified in Section square inch Standard steel story strength stress strip structural surface Table tests thickness tion Type unit values vent Ventilation vertical walls width wire wood