Uniform Building Code |
From inside the book
Results 1-3 of 52
Page 165
( g ) Combined Axial and Flexural Stresses . Members subject to combined axial
and flexural stresses shall be so proportioned that the quantity hall not exceed 1
WHERE : fi = Computed axial unit stress , determined from total axial load and ...
( g ) Combined Axial and Flexural Stresses . Members subject to combined axial
and flexural stresses shall be so proportioned that the quantity hall not exceed 1
WHERE : fi = Computed axial unit stress , determined from total axial load and ...
Page 194
Members subjected to both flexure and axial compression shall be so
proportioned that PA + Mş 41 ( c ) Spaced Columns . In the case of spaced
columns , this combined stress formula may be applied only if the bending is in a
direction ...
Members subjected to both flexure and axial compression shall be so
proportioned that PA + Mş 41 ( c ) Spaced Columns . In the case of spaced
columns , this combined stress formula may be applied only if the bending is in a
direction ...
Page 324
P = axial load capacity at simultaneous assumed ultimate strain of concrete and
yielding of tension steel ( balanced conditions ) . P = axial design load in
compression member . = cumulative effects of temperature , ' creep , shrinkage
and ...
P = axial load capacity at simultaneous assumed ultimate strain of concrete and
yielding of tension steel ( balanced conditions ) . P = axial design load in
compression member . = cumulative effects of temperature , ' creep , shrinkage
and ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
Effective Use of the Uniform Building Code | 18 |
497 | 36 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
91 other sections not shown
Other editions - View all
Common terms and phrases
accordance allowable applied approved axial bars beam bearing bending bolts building building official Chapter column compression compressive stress computed concrete conform connections considered construction continuous cover Decking depth determined diameter direction distance Division edge effective elements equal exceed EXCEPTION exit exterior face factor feet fire fire-resistive flange flexural floor foot forces Formula frame girders grade Grain greater Group height horizontal inches joints lateral least length less limited live load load located lumber masonry materials maximum Occupancies openings panel parallel percent permitted placed plate portion pounds prestressing protected ratio reinforcement resist roof rooms Section Select Structural separation shear side slab spacing span specified splices square inch steel strength stress Structural Stud surface Table taken tension tests thickness tion Type U.B.C. Standard unit values vertical walls welds width wire wood yield