Civil Engineering at JOHNS HOPKINS UNIVERSITY Sheathing Braced Design of Wall Studs July 2010 Update www.ce.jhu.edu/bschafer/sheathedwalls for AISI Committee on Framing Standards Design Methods Subcommittee Toronto, ON Overview • Performance of sheathed walls • Development of design method • Current work • Work plan and summary www.ce.jhu.edu/bschafer/sheathedwalls Wall Bracing bridging stud track a) Bare wall with bridging board b) Sheathed wall, no bridging Compression testing (full-scale walls) Observed failure modes Bare-Bare: FT OSB-Gyp: L OSB-Bare: FT OSB-Gyp: L + D Gyp removed in picture OSB-OSB: L Full-scale wall tests (P-D) Comparison betw een different boards combination 120 2-BARE-BARE.txt 1-OSB-BARE.txt 11-GYP-GYP.txt 3-OSB-GYP.txt 100 9-OSB-OSB.txt load (kip) 80 60 40 20 0 0 0.2 0.4 0.6 position (in) 0.8 1 1.2 Overview • Performance of sheathed walls • Development of design method • Current work • Work plan and summary www.ce.jhu.edu/bschafer/sheathedwalls Sheathed Wall - Idealization bridging stud k ky k kx k k b) Sheathed wall, no bridging k k x k board a) Bare wall with bridging track k c) Single column ky d) Spring-column e) Springs on the cross-section model Comparison to design methods Sheathing Restraint - Bracing y major-axis bending ky x kx k minor-axis bending global torsion board local torsion (distortional buckling) kx k ky Sheathing Restraint - Source y ky x kx fastener tilting/bearing in series with sheathing bending stiffness k fastener tilting/bearing fastener pull-out in series with in series with sheathing diaphragm stiffness sheathing bending stiffness kx board k ky Sheathing Restraint - Determination y ky x kx fastener tilting/bearing in series with sheathing bending stiffness via “APA” values k fastener-board test Fastener-board test (completed) in addition to in series with sheathing diaphragm equation and “APA” values kx board k ky sheathing bending stiffness equation and “APA” values Sheathing Restraint - Impact One-side sheathing only Flexuraltorsional buckling Weak axis global buckling and Local buckling Distortional buckling Sheathing Restraint - Impact One-side sheathing only Sheathing Restraint - Prediction One-side sheathing only Or you can go back to the classical methods to find the global buckling load z z z u A1 sin v A2 sin A3 sin L L L P y 0 0 Py 2 EI y2 L2 0 P x 0 Px 1 0 P 0 I o / A P yo 2 EI x2 L2 0 0 1 xo A1 xo A2 0 A I / A o 3 2 A P GJ 2 ECw I o L yo I o I x I y A xo2 yo2 Sheathing Restraint - Prediction One-side sheathing only Or you can go back to the classical methods to find the global buckling load z z z u A1 sin v A2 sin A3 sin L L L ky kx k x L2 L2 Py kx 0 k y h o y x 2 2 1 L2 L2 0 Px ky 2 ky 2 xo hx P 0 2 2 2 2 2 yo k L y h k L x h I o P k L y h 2 k L x h 2 k L y y o x x o y y o x x 2 o A 2 2 2 2 Py 2 EI y2 L2 Px 2 EI x2 L2 2 A P GJ 2 ECw I o L k k ky 0 yo A1 1 xo A2 0 xo I o / A A3 I o I x I y A xo2 yo2 Sheathing Restraint - Impact One-side sheathing only fix pin fix pin fix pin End conditions (comparison to unsheathed specimens) a) Contact stud and track K=1 K=0.5 Sheathing Restraint - Impact One-side sheathing only fix pin fix pin ky kx k k fix pin k x ky ky lowerbound Add bending stiffness of sheathing, but noncomposite ky upperbound Fully composite bending stiffness + “Ad2” stiffness Fixed end conditions kx, k, and ky (lowerbound) found to be consistent with tests Now, considering again all cases… Design Method Outline • Determine sheathing restraint – x, fastener-stiffness test + equations and “APA” for sheathing – y, equations and “APA” for sheathing or composite test? , rotation test or COFS table, + eqn’s and APA for sheathing • Determine Member Strength – Global, add kx, ky, k springs to classical equations or FSM, to find Fe (main Spec.) Pcre (DSM) then launder through the column curve to get Fn (main Spec.) Pne (DSM) – Local, ignore spring restraints, determine local-global capacity AeFn (main Spec.) Pnl (DSM) – Distortional, use k classical, or kx and k rational/FSM, to find Fd (main Spec. C4.2) Pcrd (DSM) then launder through the distortional strength curve to get Pn (main Spec. C4.2) Pnd (DSM) • Check Fastener Demands Overview • Performance of sheathed walls • Development of design method • Current Work • Work plan and summary www.ce.jhu.edu/bschafer/sheathedwalls Modeling (for fastener demands) imperfections… ky kx k k k x ky Example fastener forces 0.5%Pn further analysis and comparison with analytical predictions underway y Overview • Performance of sheathed walls • Development of design method • Current Work • Work plan and summary www.ce.jhu.edu/bschafer/sheathedwalls Basic summary of work plan • Literature summary – existing methods – existing predictive capabilities • Computational modeling – to support testing – to support design method creation • Phase 1 testing – 8’ wall, single stud type, different sheathing configurations, axial only – Fastener translational stiffness/strength tests – Single column with sheathing tests • Phase 2 testing – Axial + bending tests, 8’ wall, final details TBD – Axial + bending single member tests, w/ sheathing • Development of new design methods – identify limit states, potential design methodologies, calcs, examples red = added to initial work plan Basic summary of work products www.ce.jhu.edu/bschafer/sheathedwalls • Literature summary – existing methods (summary report, corrections to Simaan and Peköz) – existing predictive capabilities (Mathcad form) • Computational modeling – to support testing (CUFSM and ABAQUS) – to support design method creation (reliability study on 2a, fastener spacing studies, fastener demands in bending due to torsion begun) • Phase 1 testing – 8’ wall, single stud type, different sheathing, axial only (report and paper posted) – Fastener translational stiffness/strength tests (report and paper posted) – Single column with sheathing tests (report and paper posted ) • Phase 2 testing – Axial + bending tests, 8’ wall, final details TBD (materials ordered) – Axial + bending single member tests, w/ sheathing (materials ordered) • Development of new design methods – identify limit states, potential design methodologies, calcs, examples red = added to initial work plan blue = comment on work product