Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
From inside the book
Results 1-3 of 94
Page 172
Maximum spacing of vertical reinforcement in exterior partially reinforced masonry walls shall be 8 feet . Reinforcement shall be provided each side of each opening and at each corner of all walls . Horizontal reinforcement not less ...
Maximum spacing of vertical reinforcement in exterior partially reinforced masonry walls shall be 8 feet . Reinforcement shall be provided each side of each opening and at each corner of all walls . Horizontal reinforcement not less ...
Page 178
Allowable vertical loads on rectangular unreinforced walls and columns subject to bending about both principal axes shall be computed as follows : Where e , b + egt does not exceed bt / 3 , the allowable vertical load shall be computed ...
Allowable vertical loads on rectangular unreinforced walls and columns subject to bending about both principal axes shall be computed as follows : Where e , b + egt does not exceed bt / 3 , the allowable vertical load shall be computed ...
Page 370
Reinforced concrete bearing walls shall be designed by the provisions of this section and shall conform to all the limitations given herein . The capacity of the wall shall be : Pa = 0,55 6f , A , [ 1 - ( 46 ) ] , of ' , 1 40h с .
Reinforced concrete bearing walls shall be designed by the provisions of this section and shall conform to all the limitations given herein . The capacity of the wall shall be : Pa = 0,55 6f , A , [ 1 - ( 46 ) ] , of ' , 1 40h с .
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