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CHECKLISTS FOR THE QUALITY ASSURANCE OF CALCULATIONS, DESIGN AND DRAWING PRODUCTION - Structural engineering other technical topics FAQCHECKLISTS FOR THE QUALITY ASSURANCE OF CALCULATIONS, DESIGN AND DRAWING PRODUCTIONPlease feel free to add to it, modify it, and even delete items as you see fit. Its use is optimized when personalized with your individual experiences and tailored to your projects. This checklist is not intended to be used in an absolute or exact science manner, but rather as an efficient production tool which will likely produce better and safer designs and drawings, than if the checklist had not been used. The checklist is not intended to be a "how- to" design manual or even a procedural manual, but rather a list of reminders to help verify that all critical calculation and design considerations have been made and that adequate and essential detail information has been provided. Quality Assurance It is very easy for a designer to get absorbed in state of the art calculations and design methodologies and then neglect attention to some of the relatively mundane details. These details, although sometimes tedious, are nonetheless essential for a complete and safe structure. The use off a checklist can help the engineer remember to include or check all of the numerous items which are essential for a complete structural design. Autocad Details, CAD Details, Construction Details, Drawing Details, Professional Library. Hi everybody I had a table in AutoCAD with text and I want to tranfer this data to Excel to easy manage and added. Do we have any solution for that or just inpu. DPIC, liability insurer of engineers, recommends developing and using checklists as a means towards a more aggressive approach to error detection. DPIC states that "Obviously, technical mistakes cause embarrassment and cost time and money. But, more importantly, they can cost lives. The true professional regards checking aids and other sources of information enthusiastically - not resentfully - recognizing that anything that produces a better final product has value." ICBO has produced a document known as the 1. UBC Structural Checklist. This is a 9. 6- page document intended for engineers and plan reviewers. It basically itemizes and discusses or rewords every structural element in the code. The document is worth reviewing, especially as a learning tool. It is however a bit lengthy to use consistently on each project and, of course, it only covers Code items. The checklist herein covers calculations, analysis, Code, design and drawing production issues. The checklist is composed of a series of keywords and phrases intended to "jog your memory" about items to be included in the design and drawing production. It is intended to be used by experienced professionals, consistently and expeditiously on each project. A review of the checklist should take less than one hour. The experienced engineer may be likened to a licensed airplane pilot who knows and understands all the procedures to fly a plane. The pilot, nonetheless, uses a checklist prior to throttling up the runway for take- off. Use of Checklist The checklist consists of two main parts: + Calculations, Analysis and Code + Design and Drawing Production The first section uses the Uniform Building Code (UBC) as a point of departure. Typical drawing sequence and materials format the second section. It is intended that designers, checkers or principals for quality review near the end of a project will use this checklist. Internal office review practices may vary from firm to firm. Some firms perform a quality review at approximately the 3. Parts of the checklist may be used at that stage, prior to proceeding with final analysis and member design. We routinely keeps a "Follow- up" list during a project. Notations are made for items that will be followed up on later. This allows the engineer to continue his current task, but without forgetting to return to a recent thought. Examples of notations made to a follow- up list include the following: + Add laminated wood beams to specifications + Get dimension of block wall from architect and show on sheet S2 + Detail embed plate for bridging connection + Show CMU wall joint spacing on plan sheet S1 + Reference soils report in general notes + Show contraction joints in slab on grade + Etc. The follow- up list is generally reviewed in conjunction with this checklist. While this checklist does not cover everything possible it is believed that calculations and drawings will nonetheless be improved by using the checklist versus not having used the checklist. References ICBO, 1. Uniform Building Code, Structural Engineering Provisions, International Conference of Building Officials, Whittier California ICBO, 1. Uniform Building Code, Structural Engineering Provisions, International Conference of Building Officials, Whittier California ICBO, 1. UBC Structural Check. List, International Conference of Building Officials, Whittier California DPIC, 1. Lessons In Professional Liability, Design Professionals Insurance Company, Monterey, California CHECKLISTS FOR THE QUALITY ASSURANCE OF CALCULATIONS, DESIGN AND DRAWING PRODUCTION CALCULATIONS, ANALYSIS, AND CODE Verify the that the following items have been addressed and are included in the calculations and Code checks: Gravity Loading 1. Review and compare initial dead load assumptions with the weights of the members chosen for final design 2. Are Dead Loads overly conservative, i. Dead load slope correction factors 4. 1. HVAC Loading, RTU's, suspended equipment, tanks 6. 2. UBC 9. 4 pg 2- 3) 7. [UBC 9. Live load reduction (UBC 9. UBC 9. 7 pg 2- 3] 1. Unbalanced loading combinations 1. Deflection, ponding, vibration perceptibility 1. Hydrostatic uplift Load Combinations (UBC 9. UBC 9. 7 pg 2- 4] 2. All combinations included (preliminary design vs final) 3. 1. UBC 9. 4 pg 2- 2) [UBC 9. IF 1. 3. 3 stress increase is applied to load combos as . Do not apply that . Clearly clarify which calculations use Working 7. Stress/ASD vs LRFD/ULT Snow Loading (UBC 9. Appendix 1. 6 pg 2- 1. UBC 9. 7 pg 2- 3. Snow drift at parapets, equipment, screen walls, low roofs, snow (Pg vs Pf), rain on snow surcharge (UBC 9. UBC 9. 7 pg 2- 3. Wind Loading (UBC 9. UBC 9. 7 pg 2- 7] 1. Exposure, Enclosed/partially open 2. Wind speed: note fastest mile or 3 second gust 3. Pressures on walls and roof are all applied simultaneously? UBC 9. 4 pg 2- 9) [UBC 9. Net uplift: Is assumed Dead Load appropriate for resisting wind uplift and overturning? Uplift forces, H clips at wood trusses, brace bottom/compression flange of beams 8. Wind drift < . Quartering wind, corner columns 1. Real plan torsion (UBC 9. UBC 9. 7 pg 2- 1] 1. Elements and Components if < 1. UBC 9. 4 pg 1. 3. 2- 3. UBC 9. 7 pg 2- 2. UBC 9. 4 pg 2- 6) 1. UBC 9. 7 pg 2- 3] Seismic Loading 1. Irregular structure, plan or vertical (UBC 9. UBC 9. 7 pg 2- 1. Simplified static procedure limitations [UBC 9. Dynamic analysis trigger (UBC 9. UBC 9. 7 pg 2- 1. Near- source factor [UBC 9. Base Shear (UBC 9. UBC 9. 7 pg 2- 1. UBC redundancy, overstrength factors 9. [UBC 9. Seismic weight: 1. Seismic lateral load with 1. UBC 9. 4 pg 2- 1. UBC 9. 7 pg 2- 1. Snow load if > 3. Operating weight of equipment in seismic weight 1. Ballpark check: Period T approximately = 0. Number of stories 1. Ballpark check: : For S=1. Ct =0. 0. 20, T=Ct(hn)^. C=2. 7. 5 when T < . C=2. 7. 5 when hn < 8. UBC 9. 4 pg 2- 1. Rw, R with height limits (UBC 9. UBC 9. 7 pg 2- 3. Rw, R combined along different/same axes, use lower value (UBC 9. UBC 9. 7 pg 2- 1. Vertical distribution of force formula (UBC 9. UBC 9. 7 pg 2- 1. UBC 9. 4 pg 2- 1. UBC 9. 7 pg 2- 1. Column strength (3 Rw/8) load combinations for irregular structures (UBC 9. UBC 9. 7 pg 2- 1. Calculated drift < . Rw & . 0. 05h ("Calculated" drift does not include 3 Rw/8 factor) (UBC 9. UBC 9. 7 pg 2- 1. Rw/8 x deflection, pounding 3. Deformation Compatibility (UBC 9. Building Separations (UBC 9. Use 1. 7 allowable stress increase for "strength" calculations, but do not include 1. Coordinate with . Delta s vs Delta m [UBC 9. P delta (UBC 9. 4 pg 2- 2. UBC 9. 7 pg 2- 1. Vertical component of seismic, effects greater than 1. Seismic Forces on Parts of Structure 1. Rigid equipment, > 4. UBC 9. 4 pg 2- 2. UBC 9. 7 pg 2- 1. Fp if supported on ground (UBC 9. UBC 9. 7 pg 2- 1. If tank with toxic substances, Ip=1. UBC 9. 4 pg 2- 3. UBC 9. 7 pg 2- 3. Seismic Detailed System Requirements 1. 0. DL for uplift load combinations (UBC 9. UBC 9. 7 pg 2- 1. Corner columns, orthogonal effects, SRSS combine 4. (UBC 9. UBC 9. 7 pg 2- 1. Rw/8 x deflection, pounding 6. Deformation Compatibility (UBC 9. UBC 9. 7 pg 2- 1. Building Separations (UBC 9. UBC 9. 7 pg 2- 2. Use 1. 7 allowable stress increase for "strength" calculations, but do not include 1. Coordinate with . Delta s vs Delta m [UBC 9. Cladding connections (UBC 9. UBC 9. 7 pg 2- 1. Ties 1. 5. Collectors 1. Anchor walls, 2. 00 plf min (UBC 9. UBC 9. 7 pg 2- 2. Diaphragms: Deflection 1. Force equation (3. UBC 9. 4 pg 2- 2. UBC 9. 7 pg 2- 2. Rw =6 if flexible diaphragm with heavy walls 2. Continuous crossties 2. No cross grain bending or nail withdrawal 2. If plan irregular, then no 1 1/3 stress increase for diaphragms and collectors 2. Projecting wing motion out of phase 2. Building Separations (UBC 9. UBC 9. 7 pg 2- 2. Nonbuilding Structures (UBC 9. UBC 9. 7 pg 2- 2. Table 1. 6- P (UBC 9. UBC 9. 7 pg 2- 3. Rigid structures eqn (3. UBC 9. 4 pg 2- 2. UBC 9. 7 pg 2- 2. Tanks Global Load Path 1. Load Path: continuous and in proportion to relative rigidities of elements 2. Gravity: From roof to foundation, connections 3. Seismic: From each mass and/or level to foundation, connections 4. Wind: From walls and roof to foundation, connections Stability 1. Global 2. Local 3. Sloping members, sloping bearing surfaces: forces accounted for? Computer Analysis 1. Units consistent, ft, in, kips, degrees vs radians 2. Member orientation correct? Weak vs strong axis bending. |
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