Uniform Building Code |
From inside the book
Results 1-3 of 74
Page 112
Dead load plus a single concentrated impact load covering 1 square foot of 0.75 times the fully loaded weight of the helicopter if it is equipped with hydraulic - type shock absorbers , or 1.5 times the fully loaded weight of the ...
Dead load plus a single concentrated impact load covering 1 square foot of 0.75 times the fully loaded weight of the helicopter if it is equipped with hydraulic - type shock absorbers , or 1.5 times the fully loaded weight of the ...
Page 126
23 - B - SPECIAL LOADS USE CATEGORY DESCRIPTION VERTICAL LATERAL LOAD LOAD ( Pounds per Square Foot Unloss Otherwise Notod ) 150 150 1202 1. Construction , public Walkway , see Sec . 4406 access at site ( live load ) Canopy , see Sec .
23 - B - SPECIAL LOADS USE CATEGORY DESCRIPTION VERTICAL LATERAL LOAD LOAD ( Pounds per Square Foot Unloss Otherwise Notod ) 150 150 1202 1. Construction , public Walkway , see Sec . 4406 access at site ( live load ) Canopy , see Sec .
Page 675
3 pound per foot , cold- or hot - rolled channel 3'0 " 3'6 " 4'0 " 24 " 16 " 12 " 1 " -410 pound per foot , hot - rolled channel 4'0 " 4'6 " 5'0 " 24 " 19 " 12 " TABLE NO . 47 - B1_TYPES OF LATH - MAXIMUM.
3 pound per foot , cold- or hot - rolled channel 3'0 " 3'6 " 4'0 " 24 " 16 " 12 " 1 " -410 pound per foot , hot - rolled channel 4'0 " 4'6 " 5'0 " 24 " 19 " 12 " TABLE NO . 47 - B1_TYPES OF LATH - MAXIMUM.
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
Part Definitions and Abbreviations | 17 |
Fireresistive Substitution | 33 |
Pedestrian Walkways | 34 |
Copyright | |
119 other sections not shown
Other editions - View all
Common terms and phrases
accordance additional allowable applied approved axial bars beam bearing bending building official Chapter column combination comply compression compressive stress computed concrete conform connections considered construction continuous covered Decking determined direction distance Division edge effective elasticity elements equipment exceed EXCEPTION exit exterior walls face factor feet fiber fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group height horizontal hour inches increased inspection installed joints lateral least length less limited live load located masonry materials maximum modulus nails Occupancies one-hour openings panel parallel percent permitted placed portion protected ratio reinforcement resist roof rooms Section Select Structural separation shear side slab space span specified square steel storage story strength stress Structural Stud surface Table tension thickness Type U.B.C. Standard unit values vertical walls welds wide width wood