Uniform Building Code |
From inside the book
Results 1-3 of 79
Page 147
Both vertical and horizontal mortar joints shall be at least 1/4 inch and not more than 3/8 inch thick and shall be completely filled . 2. Reinforcing . Glass block panels shall have reinforcement in the horizontal mortar joint ...
Both vertical and horizontal mortar joints shall be at least 1/4 inch and not more than 3/8 inch thick and shall be completely filled . 2. Reinforcing . Glass block panels shall have reinforcement in the horizontal mortar joint ...
Page 291
2Double shear values are for joints consisting of three wood members in which the side members are one half the thickness of the main member . Single shear values are for joints consisting of two wood members having a minimum thickness ...
2Double shear values are for joints consisting of three wood members in which the side members are one half the thickness of the main member . Single shear values are for joints consisting of two wood members having a minimum thickness ...
Page 338
( d ) Construction Joints . 1. General . Surface of concrete construction joints shall be cleaned and laitance removed . Immediately before new concrete is placed , all construction joints shall be wetted and standing water removed .
( d ) Construction Joints . 1. General . Surface of concrete construction joints shall be cleaned and laitance removed . Immediately before new concrete is placed , all construction joints shall be wetted and standing water removed .
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