Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
From inside the book
Results 1-3 of 79
Page 127
BOX SYSTEM is a structural system without a complete vertical loadcarrying space frame . In this system the required lateral forces are resisted by shear walls or braced frames as hereinafter defined . BRACED FRAME is a truss system or ...
BOX SYSTEM is a structural system without a complete vertical loadcarrying space frame . In this system the required lateral forces are resisted by shear walls or braced frames as hereinafter defined . BRACED FRAME is a truss system or ...
Page 132
B. Buildings more than 160 feet in height shall have ductile moment - resisting space frames capable of resisting not less than 25 percent of the required seismic forces for the structure as a whole . EXCEPTION : Buildings more than 160 ...
B. Buildings more than 160 feet in height shall have ductile moment - resisting space frames capable of resisting not less than 25 percent of the required seismic forces for the structure as a whole . EXCEPTION : Buildings more than 160 ...
Page 642
The purpose of this chapter is to establish minimum criteria which must be met before a building or building space can be constructed , occupied , used or designated a fallout shelter . Scope Sec . 5702. The scope of this chapter ...
The purpose of this chapter is to establish minimum criteria which must be met before a building or building space can be constructed , occupied , used or designated a fallout shelter . Scope Sec . 5702. The scope of this chapter ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
Page | 14 |
Effective Use of the Uniform Building Code | 18 |
Definitions and Abbreviations | 38 |
Copyright | |
65 other sections not shown
Other editions - View all
Common terms and phrases
accordance additional allowable applied approved assembly bars beam bearing bending bolts building official ceiling Chapter column compression compressive stress computed concrete conform connections considered construction continuous covered Decking determined diameter direction distance Division doors edge effective equal equipment exceed EXCEPTION exit exterior face factor feet fire fire-resistive flange floor foot forces Formula frame grade greater Group gypsum height horizontal inches inspection installed joints lateral least length less limited load located masonry materials maximum metal nails Occupancies openings parallel percent permitted placed plaster plate portion pounds protected ratio reinforcement resist roof Section Select separation shear side single slab space span specified square steel story strength stress Structural studs surface Table tension tests thickness tion Type U.B.C. Standard unit values vertical walls welds width wire wood