Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
From inside the book
Results 1-3 of 80
Page 314
Where beams or brackets are not present on all sides of the column , ties shall extend above the termination of the spiral to the bottom of the slab or drop panel . In a column with a capital , the spiral shall extend to a plane at ...
Where beams or brackets are not present on all sides of the column , ties shall extend above the termination of the spiral to the bottom of the slab or drop panel . In a column with a capital , the spiral shall extend to a plane at ...
Page 396
the column over a length equal to the maximum column dimension or onesixth of the clear height of the column , but not less than 18 inches from either face of the joint . D. At any section where the ultimate capacity of the column is ...
the column over a length equal to the maximum column dimension or onesixth of the clear height of the column , but not less than 18 inches from either face of the joint . D. At any section where the ultimate capacity of the column is ...
Page 397
Special transverse column reinforcement of one - half the amount otherwise required by Section 2626 ( g ) 1 shall be required within the connection , determined by the depth of the shallowest framing member , where such members frame ...
Special transverse column reinforcement of one - half the amount otherwise required by Section 2626 ( g ) 1 shall be required within the connection , determined by the depth of the shallowest framing member , where such members frame ...
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