Uniform Building Code |
From inside the book
Results 1-3 of 73
Page 32
Where public ways or yards more than 20 feet in width extend along and adjoin
two sides of the building , floor areas may be increased at a rate of 1 / 4 percent
for each foot by which the minimum width exceeds 20 feet , but the increase shall
...
Where public ways or yards more than 20 feet in width extend along and adjoin
two sides of the building , floor areas may be increased at a rate of 1 / 4 percent
for each foot by which the minimum width exceeds 20 feet , but the increase shall
...
Page 349
Width of slab effective as a T - beam flange shall not exceed one fourth the span
length of the beam , and the effective overhanging slab width on each side of the
web shall not exceed : A . Eight times the slab thickness , nor B . One half the ...
Width of slab effective as a T - beam flange shall not exceed one fourth the span
length of the beam , and the effective overhanging slab width on each side of the
web shall not exceed : A . Eight times the slab thickness , nor B . One half the ...
Page 572
In public areas of Group B , Division 2 Occupancies , and in assembly
occupancies without fixed seats , the minimum clear aisle width shall be 36
inches where tables , counters , furnishings , merchandise or other similar
obstructions are ...
In public areas of Group B , Division 2 Occupancies , and in assembly
occupancies without fixed seats , the minimum clear aisle width shall be 36
inches where tables , counters , furnishings , merchandise or other similar
obstructions are ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
Requirements for Group A Occupancies | 43 |
Requirements for Group E Occupancies | 54 |
Requirements for Group M Occupancies | 69 |
Copyright | |
52 other sections not shown
Other editions - View all
Common terms and phrases
accordance additional allowable applied approved assembly axial bars beam bearing bending building official Chapter column combination compression compressive stress computed concrete conform connections considered construction continuous covered Decking depth determined diameter direction distance Division doors edge effective elasticity elements equal exceed EXCEPTION exit exterior face factor feet fiber fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group grout height horizontal inches installed joints lateral least length less limited live load located lumber masonry materials maximum modulus nails Occupancies openings panel parallel percent permitted placed portion pounds protected ratio reinforcement resist roof rooms Section Select Structural separation shear sheathing side slab space span specified square steel story strength stress Structural studs surface Table tension thickness Type U.B.C. Standard unit values vertical walls welds wide width wire wood