What people are saying - Write a review
We haven't found any reviews in the usual places.
LOCAL BUCKLING OF THIN ELEMENTS
3 other sections not shown
Other editions - View all
actual allowable stresses applied basic design stress beams braces Chart cold-formed construction column Commentary compression flange compression members compression stress computed connection spacing corresponding Correspondingly critical buckling stress deflection design load determine develop edge stiffener effective width elements with w/t-ratios equal exceeding exceeds failure flat-width ratios formula of Section Grade C steel hat-section hot-rolled construction I-sections I-shapes identical intermediate stiffeners large w/t-ratios larger lateral buckling light gage steel light-gage lips maximum neutral axis obtained occur plane plate portion post-buckling strength proportional limit provisions of Section radius of gyration reduced rotation safety factor Section 5.1 shapes shear center shear stresses sheet and strip smaller spacing Specification steel construction steel structures stiffened compression elements stress-strain curve strip steels struts stud sub-elements supported tangent modulus tensile strength thin-walled tion unbraced unfinished bolts unstiffened elements webs welds yield point yield strength Young's modulus Z-beam