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Applied Achitectural Structures: Structural Analysis and Systems Arch 631 Dr APPLIED ACHITECTURAL STRUCTURES: STRUCTURAL ANALYSIS AND SYSTEMS ARCH 631 DR. ANNE NICHOLS SPRING 2018 lecture five trusses & columns www.nyc-architecture.com Columns & Trusses 1 Applied Architectural Structures S2018abn Lecture 5 ARCH 631 Calibrated Peer Review / Turnitin Cables & Arches 2 Applied Architectural Structures S2018abn Lecture 6 ARCH 631 Trusses • ancient (?) wood • 1800’s analysis • efficient • long spans Columns & Trusses 3 Applied Architectural Structures S2018abn Lecture 5 ARCH 631 Trusses • comprised of straight members • geometry with triangles is stable • loads applied only at joints http://nisee.berkeley.edu/godden Columns & Trusses 4 Applied Architectural Structures S2018abn Lecture 5 ARCH 631 Trusses • 2 force members – compression – tension • 3 members connected by 3 joints • 2 more members need 1 more joint b 2 n 3 ( n 2 j 3) Columns & Trusses 5 Applied Architectural Structures S2018abn Lecture 5 ARCH 631 Truss Analysis • visualize compression and tension from deformed shape http://nisee.berkeley.edu/godden Columns & Trusses 6 Applied Architectural Structures S2018abn Lecture 5 ARCH 631 Truss Analysis • Method of Joints – F 0 • Method of Sections – F 0 – M 0 http:// nisee.berkeley.edu/godden • Graphical Methods • all rely on equilibrium – of bodies – internal equilibrium Columns & Trusses 7 Applied Architectural Structures S2018abn Lecture 5 ARCH 631 Truss Connections • “pins” – can’t resist rotation http:// nisee.berkeley.edu/godden Columns & Trusses 8 Applied Architectural Structures S2018abn Lecture 5 ARCH 631 Trusses http:// nisee.berkeley.edu/godden • require lateral bracing • consider buckling • indeterminate trusses – extra members – solvable with statics • cables can’t hold compression – displacement methods • elastic elongation – too few members, unstable Columns & Trusses 9 Applied Architectural Structures S2018abn Lecture 5 ARCH 631 Space Trusses • pyramid • tetrahedron http:// nisee.berkeley.edu/godden Columns & Trusses 10 Applied Architectural Structures S2018abn Lecture 5 ARCH 631 Space Trusses • connections • supports Columns & Trusses 11 Applied Architectural Structures S2018abn Lecture 5 ARCH 631 Crystal Cathedral, Johnson 1980 http:// nisee.berkeley.edu/godden Columns & Trusses 12 Applied Architectural Structures S2018abn Lecture 5 ARCH 631 Expo 70 Festival Plaza • Tange & Kamiya 1970 Columns & Trusses 13 Applied Architectural Structures S2018abn Lecture 5 ARCH 631 Jacob K. Javits Convention Center • I.M. Pei 1980 Columns & Trusses 14 Applied Architectural Structures S2018abn Lecture 5 ARCH 631 Jacob K. Javits Convention Center Columns & Trusses 15 Applied Architectural Structures S2018abn Lecture 5 ARCH 631 Louvre Museum Addition, Pei 1989 Columns & Trusses 16 Applied Architectural Structures S2018abn Lecture 5 ARCH 631 Louvre Museum Addition, Pei 1989 Columns & Trusses 17 Applied Architectural Structures S2018abn Lecture 5 ARCH 631 Truss Design • variables – spans – depths – length of members – spacing – transverse beam spacing – pattern – materials; size & strength efficiency Columns & Trusses 18 Applied Architectural Structures S2018abn Lecture 5 ARCH 631 Trusses • common designs Columns & Trusses 19 Applied Architectural Structures S2018abn Lecture 5 ARCH 631 Trusses • common designs Columns & Trusses 20 Applied Architectural Structures S2018abn Lecture 5 ARCH 631 Truss Configurations • external factors – roof form – openings • basic forms – symmetrical loading – maximum bending – cables in tension only Columns & Trusses 21 Applied Architectural Structures S2018abn Lecture 5 ARCH 631 Truss Configurations • parallel chords – verticals common – longer members in tension – often cross members - indeterminate • funicular shapes – efficient – similar sized forces – some zero force Columns & Trusses 22 Applied Architectural Structures S2018abn Lecture 5 ARCH 631 Truss Configurations • special shapes – Vierendeel – “frame” • depth – depends on loads, span http:// nisee.berkeley.edu/godden – rules of thumb, charts • structurally – tension members can have holes! – compression members can buckle – 3D trusses stable Columns & Trusses 23 Applied Architectural Structures S2018abn Lecture 5 ARCH 631 Tools – Multiframe • in classrooms and open access labs Columns & Trusses 24 Applied Architectural Structures S2018abn Lecture 5 ARCH 631 Tools – Multiframe • frame window – define truss members • or pre-defined truss – select points, assign supports – select members, assign section & assign pin ends • load window – select points, add point load Columns & Trusses 25 Applied Architectural Structures S2018abn Lecture 5 ARCH 631 Tools – Multiframe • to run analysis choose – Analyze menu • Linear • plot – choose options • results – choose options Columns & Trusses 26 Applied Architectural Structures S2018abn Lecture 5 ARCH 631 Columns • compression members • column behavior is length dependent – short: crush – long: buckle (sudden) in slender direction – end restraints • bearing walls – continuous in one direction – can resist lateral forces Columns & Trusses 27 Applied Architectural Structures S2018abn Lecture 5 ARCH 631 Columns • column buckling crushing Columns & Trusses 28 Applied Architectural Structures S2018abn Lecture 5 ARCH 631 Columns • stability – stable equilibrium • P < Pcr – neutral equilibrium • P = Pcr – unstable equilibrium • P > Pcr Columns & Trusses 29 Applied Architectural Structures S2018abn Lecture 5 ARCH 631 Buckling Load • related to deflected shape (P) • shape of sine wave • Euler’s Formula • I minimum 2 EI P min critical L2 • stiffness related to E, I, & L Columns & Trusses 30 Applied Architectural Structures S2018abn Lecture 5 ARCH 631 Critical Stress • short columns P f actual F critical A a • slenderness ratio = Le/r (L/d) I • radius of gyration = r A weak axis 2 2 2 2 Pcritical EAr E EA fcritical 2 2 Pcritical 2 A AL e L L e e r r Columns & Trusses 31 Applied Architectural Structures S2018abn Lecture 5 ARCH 631 Critical Stresses • when a column gets stubby, Fy will limit the load • real world has loads with eccentricity • buckling for steel when Fe < 0.44Fy KL E 4.71 r Fy Columns & Trusses 32 Applied Architectural Structures S2018abn Lecture 5 ARCH 631 Columns • end conditions affect shape • effective length factor, k Columns & Trusses 33 Applied Architectural Structures S2018abn Lecture 5 ARCH 631 Bracing • bracing affects shape of buckle in one direction • both directions should be checked! Columns & Trusses 34 Applied Architectural Structures S2018abn Lecture 5 ARCH 631 Columns and Walls • bearing & shear Columns & Trusses 35 Applied Architectural Structures S2018abn Lecture 5 ARCH 631 Columns • typical cross sections Columns & Trusses 36 Applied Architectural Structures S2018abn Lecture 5 ARCH 631 Centric & Eccentric Loading • centric – allowable stress from strength or buckling • eccentric – combined stresses Columns & Trusses 37 Applied Architectural Structures S2018abn Lecture 5 ARCH 631 Combined Stresses – axial + bending P Mc f max A I M P e – design f f F cr max cr F .S. Columns & Trusses 38 Foundations Structures S2018abn Lecture 5 ARCH 331 Column Materials • wood • steel – W sections can buckle about both axes • concrete & masonry – compression Trans primarily in concrete – reinforcement for bending Columns & Trusses 39 Applied Architectural Structures S2018abn Lecture 5 ARCH 631.
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